Physical Progress

Excel report as on 31 March 2026. Quantities, units, rates, amounts and progress percentages are reproduced from the supplied workbook. Monthly reports from May 2024 to April 2026 are available below.

S.No	Description	Qty	Unit	Rate	Amount
A	Earth work Bill no-02
1	Clearing and grubbing for road land complete as per Technical Specification Clause 201	143	Hect	30,811	44,06,016
2	Roadway excavation necessary for construction of roadway and drainage includes dressing, trimming and compacting the cut formation in accordance with requirements of lines, grades and cross fall complete as per Technical Specification section 301 and disposal of all cut material including necessary stacking of suitable material with all lifts and leads.
	a) All types of Soils	29,54,237	Cum	90	26,65,60,823
	d) Excavation for roadway in hard rock requiring controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of all cut material including necessary stacking of suitable material with all lifts and leads complete as per Technical Specification Section 301 & 302	12,60,376	Cum	308	38,83,34,542
3	Construction of embankment complete as per technical specification clause 305 with all leads and lifts.
	b) Embankment with suitable materials deposited at site from roadway and drainage excavation
	From roadway excavation	20,58,996	Cum	97	19,95,37,265
	From Borrow Area	5,94,917	Cum	249	14,82,71,201
4	Construction of subgrade complete as per drawing and technical specification clause 305 with all leads and lifts.
	a) Subgrade with approved material obtained from approved borrow areas	3,32,647	Cum	249	8,29,06,851
5	Providing and Construction of Granular Sub-base (Grade VI) by Mix in Place method, complete as per drawing and Technical Specifications Clause 401.	1,03,519	Cum	1,078	11,16,37,572
6	Providing and Construction of Cement Treated base with approved material complete as per MORTH Technical Specification Clause No. 406	60,500	Cum	1,978	11,96,89,451
6	Providing and Construction of wet mix macadam (WMM) base with approved material complete as per MORTH Technical Specification Clause No. 406	14,061	Cum	1,605	2,25,70,787
7	Providing and Construction of Aggregate Interlocking Layer (AIL) with approved material complete as per MORTH Technical Specification Clause No. 406	35,629	Cum	1,605	5,71,91,847
8	Providing and Construction of Cement Treated Sub-base(Grade IV) by Mix in Place method, complete as per drawing and Technical Specifications Clause 401.CTSB	30,648	Cum	1,802	5,52,27,471
B	PAVING COURSES
1	Providing and laying Prime coat over granular surface as per drawing and technical specifications.	3,84,140	SQM	49	1,89,09,292
2	Providing and applying bituminous Tack coat @ 2.0 to 3.0 kg /10 sqm over prepared bituminous surface with bituminous emulsion all complete as per Technical Specification Clause 503	3,84,140	SQM	14	52,43,511
3	Providing and laying Dense Bituminous Macadam (DBM with VG-40, grading-2) course complete as per MoRTH Technical Specification Clause Nos 501 & 505.	16,545	Cum	9,857	16,30,77,411
4	Providing and applying bituminous Tack coat @ 2.0 to 3.0 kg /10 sqm over prepared bituminous surface with bituminous emulsion all complete as per Technical Specification Clause 503	3,81,640	SQM	14	52,09,386
5	Providing and laying Dense Bituminous Macadam (BC with CRMB-60, grading-2) course complete as per MoRTH Technical Specification Clause Nos 501 & 505.	15,246	Cum	11,568.87	17,63,78,929
B	Slip Road/Service Road & Toll plaza
1	Construction of subgrade complete as per drawing and technical specification clause 305 with all leads and lifts.
	a) Subgrade with approved material obtained from approved borrow areas	12,252	Cum	249	30,53,612
2	Providing and Construction of Granular Sub-base (Grade VI) by Mix in Place method, complete as per drawing and Technical Specifications Clause 401.	1,099	Cum	1,078	11,85,194
3	Providing and laying Dry lean cement concrete (DLC) as per Table 600-1of Technical Specification Clause 601 with a minimum cement content of 150kg/Cum	324	Cum	2,157.83	6,99,138
4	Providing un-reinforced, dowel jointed, Pavement Quality Concrete (PQC) of M40 grade concrete with minimum cement content of 400kg/Cum, including all costs of jointing, edge cutting, dowel bars etc., all complete as per drawing and Technical Specification Clause 602	0	Cum	6,552.74	0
C	CULVERTS
1	Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 with all lifts and leads.
	a) In all types of Soils by mechanical means	28,339	Cum	97	27,46,372
2	Providing and laying Cement concrete for foundations excluding cost of steel complete as per drawing and Technical Specifications Section 1500,1700, 2100. PCC M15	3,095	Cum	4,577	1,41,63,496
3	Providing and laying Cement concrete for foundations excluding cost of steel complete as per drawing and Technical Specifications Section 1500,1700, 2100. RCC M30	19,644	Cum	5,869	11,52,79,766
4	Providing, cutting, bending and fixing in position of HYSD bar reinforcement in reinforced concrete structures complete as per drawing and Technical Specifications Section 1600	4,118	MT	75,719	31,18,45,549
5	Providing and Laying Reinforced cement concrete for Box / Slab culverts in Superstructure excluding cost of steel complete as per drawing and Technical Specifications Sections 1500, 1700 and 2300.
	a) RCC Grade M 30	13,263	Cum	7,286	9,66,33,745
D	BRIDGES
1	Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 with all lifts and leads.
	a) In all types of Soils by mechanical means	19,502	Cum	113	21,99,676
2	Providing and laying Cement concrete for foundations excluding cost of steel complete as per drawing and Technical Specifications Section 1500,1700, 2100. PCC M15	1,455	Cum	4,577	66,58,147
3	Providing and laying Cement Concrete in foundation including centring and shuttering etc. as per Drawings and Technical Specifications Section 1500,1700 and 2100 (Excluding cost of steel)
	a) RCC M30	5,413	Cum	5,869	3,17,66,353
	b) RCC M35	1,926	Cum	6,025	1,16,04,535
4	Providing and laying Cement Concrete in sub-structure including centring and shuttering etc. as per Drawings and Technical Specifications Section 1500,1700 and 2200 (Excluding cost of steel)
	b) RCC M30	6,439	Cum	6,577	4,23,51,832
	c) RCC M35	1,910	Cum	6,734	1,28,61,674
5	Providing and laying Reinforced Cement Concrete in Super structure complete as per Drawings and Technical Specifications Section 1700 & 2300.(Excluding cost of steel).
	a) RCC M30	6,877	Cum	7,286	5,01,04,779
	b) RCC M35		Cum	7,443	0
	C) RCC M40		Cum	7,596	0
	d) RCC M45		Cum	14,450	0
6	Providing, cutting, bending and fixing in position of HYSD bar reinforcement in reinforced concrete structures complete as per drawing and Technical Specifications Section 1600	3,146	MT	75,719	23,82,30,180
E	Underpasses
1	Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 with all lifts and leads.
	a) In all types of Soils by mechanical means	7,379	Cum	22,751	16,78,88,729
2	Providing and laying Cement concrete for foundations excluding cost of steel complete as per drawing and Technical Specifications Section 1500,1700, 2100. PCC M15	2,114	Cum	1,076	22,74,201
3	Providing and laying Cement Concrete in foundation including centring and shuttering etc. as per Drawings and Technical Specifications Section 1500,1700 and 2100 (Excluding cost of steel)
	a)RCC M30		Cum	3,131	0
	b)RCC M35	3,738	Cum	5,985	2,23,71,750
4	Providing and laying Cement Concrete in sub-structure including centring and shuttering etc. as per Drawings and Technical Specifications Section 1500,1700 and 2200 (Excluding cost of steel)
	b) RCC M30	50	Cum	6,577	3,28,859
	c) RCC M35	1,866	Cum	6,734	1,25,62,084
5	Providing and laying Reinforced Cement Concrete in Super structure complete as per Drawings and Technical Specifications Section 1700 & 2300.(Excluding cost of steel).
	a) RCC M30	9	Cum	7,286	65,573
	b) RCC M35	568	Cum	7,443	42,29,808
	C) RCC M40	1,009	Cum	7,596	76,64,325
	d) RCC M45, Cast in situ	1,425	Cum	14,450	2,05,91,706
6	Providing, cutting, bending and fixing in position of HYSD bar reinforcement in reinforced concrete structures complete as per drawing and Technical Specifications Section 1600	665	MT	75,719	5,03,45,107
F	Other Work
1	Providing and construction of Toe wall complete as per the drawings and Technical Specifications 1500, 1600,1700, 2100 & 2200 as directed by the Engineer.
	a) Excavation in all types of soil	10,869	CUM	97	10,53,251
	b) PCC M 15 using batching plant	1,516	CUM	4,577	69,37,576
	c) RCC Grade M 30 for foundation	10,179	CUM	5,869	5,97,35,166
	e) Reinforcement	499	MT	75,719	3,77,60,950
2	Re Panel Erection	14,913	SQM	5,058	7,54,29,954
3	RE wall Panel Casting	14,913	SQM	292	43,54,596
4	Boundry wall Panel Erection	7,100	RMT	1,855	1,31,70,500
5	Road side drains (Shoulder drain,Linne drain,Unline Drain)	32,619	RMT	2,455	8,00,91,926
6	Geocell & turfing on Slope protection	6,810.00	RMT	564	38,38,797
5	Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810	29,635	RMT	4,067	12,05,28,259
6	Providing and constructing RCC crash barrier M-40 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Technical Specifications 811,1500, 1600, 1700 and as per IRC-6.	1,259	RMT	6,687	84,19,501
7	Geogride laying on (SG Top layer & GSB Top)	1,35,000	SQM	72	97,20,000
8	Filter Media	2,325	SQM	729	16,94,925
9	Chute Drain	3,056	RMT	1,719	52,54,134
10	Water pipe line (Utility Pipe)	2,010	RMT	30,811	6,19,30,712
11	Providing and constructing Geo-composite behind abutments, wing walls, retaining walls and return walls complete as per Drawings and Technical Specifications.	11,000	RMT	1,067	1,17,37,175
12	Providing, planting and maintaining the avenue plantation and median plantation as per Specifications	10.60	KM	82,081	8,70,059
13	Retaining wall	2,330	RMT	51,368.6	11,96,88,943
12	HT/LT lines (including Transformers if any)	900	RMT	30,749.0	2,76,74,100
				80.32%	3,70,47,49,068
				100%	4,61,23,00,000
		Previou Month		53.380%
		This month		26.943%

Cell	Value
B1	PACKAGE-02 Progress With BOQ Quantity As on 31.03.2026
P6	15340
O7	315036.5
P7	40000
R9	1314
S9	10
T9	13140
R10	10890
S10	6
T10	65340
P11	13140
H13	304510
N13	-28,137
H14	101077.65599999999
N14	-2,441
P14	90068.125
H15	55,650
N15	-4,850
H17	31,188
N17	-4,441
H18	22467.75000000001
N18	-8,180
H20	381640.00000000006
N20	-2,500
H21	381640.00000000006
N21	-2,500
H22	22701.000000000004
N22	6,156
R23	381420
Q24	44.87
S24	1cum
T24	132KG
U24	5922.84
H27	304510
N27	2,92,258
AA27	11800
H28	101077.65599999999
N28	99,979
P28	90068.125
X28	tollplaza
Q29	725
W29	SG Top
X29	1180
W30	GSB
X30	590
A31	BC/BS
W31	DLC
X31	324
H34	699
N34	2,197
R34	14996
H35	7103
N35	18,789
R37	42.57
H38	5429
A39	MNB/MJB/ROB
H42	710
O43	78,599.36
H44	4795
H45	277
P45	1419
H47	4896
P54	1958
A55	LVUP/VUP
H61	277
H64	425
H66	9
H67	40
H68	55
P70	612
S81	7897
H83	3,168.00
Q84	29400
R84	65200
Q89	144000
Q93	72.623
F98	0.726487354374543
Q100	-2.960000000000008
F101	7.67%
G101	77.52%
G102	-2.80%
Q102	74.66%
F104	69.55%
Q104	-5.66%
F107	3.10%

Cell	Value
D4	Geogride laying on (SG Top layer & GSB Top)
E4	69,000
F4	SQM
G4	72
H4	49,68,000

Physical Progress

Physical Progress

Upto 31.03.2026

Additional worksheet values

Sheet4

Worksheet values