Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Opening Date11 Apr 2025
Closing Date2 May 2025
Tender Amount₹ 9,23,65,000
Costs
EMD
₹ 4,61,825Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
166878Tender No
166878Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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3.14 Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.5 (unless specified otherwise in the
contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Cum. 80.00
10000
80
800000
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3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
Cum. 223.00
13837.09
223
3085671
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3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
Cum. 250.00
5253.84
250
1313459
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4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A Plant mix method (with Mechanically crushed stone only) (a) For Lower Sub-base with
(i) Grading-III Material Cum. 1423.00
11245.7
1423
16002630
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(b) For Sub-base cum drainage layer or upper sub-base with
(ii) Grading-VI Material Cum. 1363.00
90
1363
122670
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.) Cum 1434.00
7607.75
1434
10909514
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Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm. Sqm 64.00
31307.63
64
2003688
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Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm Sqm 17.00
31307.63
17
532230
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5.3 Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction)
A With sensor paver finisher
B With mechanical paver finisher
(ii) for Grading-II(19 mm nominal maximum size, bitumen content
3.40%) Cum 6255.00
1565.38
6255
9791460
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5.8 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a
Smooth wheeled roller 8-10 tonne capacity, and finishing to required
level and grade, complete as per clause 508)
II. With mechanical paver finisher
A With bitumen ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) Sqm 146.00
31307.63
146
4570913
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Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. B With smooth wheeled roller Cum 277.00
2455.5
277
680174
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3.2 Excavation in Soil (by Mechanical Means.)
Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. Cum. 95.00
705
95
66975
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4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A Plant mix method (with Mechanically crushed stone only) (a) For Lower Sub-base with
(i) Grading-III Material Cum. 1423.00
2622.2
1423
3731383
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6.1 Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller,
finishing and curing as per clause 601.)
Cum 2332.00
1114.75
2332
2599597
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6.7 Providing and laying Un-reinforced cement concrete without Dowel bars incloding formwork and expansion, contraction & longitudinal joints as per desing and as per IRC 62-2014 prepared base a per approved mix desing and finishing to jioes and grade as per draying for pavement thichness less than 200mm in low vo) Roads
PCC Grad M30 with minimum cement concrete @ 375 kg/cm cum 4391.00
2370.5
4391
10408866
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9.9 Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 20 Cum. 4174.00
646.5
4174
2698491
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9.9 Plain cement concrete complete as per drawing and Technical Specifications
PCC Grade M 15 Cum. 3768.00
242.43
3768
913476
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8.44 Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.
(i) Single row for one utility service
Meter 553.0
100
553
55300
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(i) Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other
deleterious matter, dressing of sides and bottom and backfilling with approved material.) Cum. 140.00
1152
140
161280
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(ii) Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20
Cum. 4146.00
370.37
4146
1535546
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(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
MT. 56301.00
22.22
56301
1251125
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Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
(ii) Ordinary Kilometer stone (Precast)
11
1460
16060
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(iii) Hectometer stone (Precast)
42
410
17220
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8.20 Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete. Each. 1491.00
200
1491
298200
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8.22 Providing and Fixing Linear Delineator System as per MOST clause 806 of specification for Roads and Bridges, of size 33‟'x 4” made with corrugate Aluminum (Confirming to IS:736 -Material Designation, 24345; or 1900) and reflective sheeting of Micro prismatic Lens sheeting as stipulated in MOST circular (RW/NH33023/31/88-DO.iii) confirming to ASTM D4956-01 Type IX and fixing the same with bracket made of galvanized steel fixed with 6 Nos. high precision Screws confirming to IS:1364. Each. 2520.00
200
2520
504000
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8.23 Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 801.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each. Each. 67.00
2000
67
134000
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per clause 807) Each. 384.00
100
384
38400
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Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation.
500
431
215500
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1.4 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 meters and as per relevant clauses of section-200 in
(i) Lime / Cement Concrete
B Cement Concrete Grade M-15 & M-20 cum 348
108.49
348
37754
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(ix) Removing all type of hume pipes and stacking within a lead upto 1000 meters including earthwork and dismantling of masonry works around pipes. A Up to 1000 mm dia meter 400
15
400
6000
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4.4 Providing and laying Cement concrete wearing coat M-30grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700. cum 11847
12.47
11847
147724
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4.1 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags).
A RCC Grade M25
I For Solid Slab Super Structure
(a) Using Concrete Mixer
(i) Height upto 5m cum 6877
54.72
6877
376309
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B RCC Grade M 30 I For Solid Slab Super Structure (a) Using Concrete Mixer (i) Height upto 5m cum 6973
40.8
6973
284498
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4.14 Filler joint
B Providing & fixing 20 mm thick compressible fiber board (12
m long x 25 cm deep ) in expansion joint complete as per
drawing & Technical Specification. sqm 1204
17
1204
20468
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4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications MT 70101
9.55
70101
669605
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2.1 Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including dewatering etc. complete. I Ordinary soil
(i) Upto 3 m depth cum 146
1256.11
146
183391
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2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. cum 1234
52.28
1234
64514
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A - Using Concrete Mixer
(i) PCC Grade M-15 Cum 4613
132.74
4613
612307
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specificatio+C25ns.
A - Using Concrete Mixer
(ii) PCC Grade M-20 Cum 5247
897.7
5247
4710232
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2.24 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. MT 68693
2.12
68693
145629
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3.17 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. sqm 66
16
66
1056
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Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200. meter 321
276.9
321
88885
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200.
(i) Granular material meter 905
779.39
905
705348
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3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).
A Height upto 5m
(a) Using concrete Mixer
(i) P.C.C. Grade M-15 cum 4880
189.2
4880
923296
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(ii) P.C.C. Grade M-20 cum 5551
184.22
5551
1022605
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D Height upto 5m
(a) Using concrete Mixer
(i) R.C.C. Grade M-20 cum 5603
27.52
5603
154195
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3.7 Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200. MT 69002
4.6
69002
317409
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3.10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200. cum 1926
69.26
1926
133395
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5.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504. cum 2079
5.16
2079
10728
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5.4 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504. A Stone/Boulder cum 2413
10.34
2413
24950
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9.4 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets).
B 600 mm dia Meter 2617.00
137.5
2617
359838
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9.5 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )
D 1000 mm dia Meter 5370.00
37.5
5370
201375
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9.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Up to 3 m depth Cum. 146.00
158.55
146
23148
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