Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Opening Date24 Mar 2025
Closing Date15 Apr 2025
Tender Amount₹ 20,74,80,000
Costs
EMD
₹ 5,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Widening & Upgradation Work Of Badkapara-pampapur-kot- Patna Road Length 9.70 Km,
Description
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Contact
Tender Id
166274Tender No
166274Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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3.2 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
10780.8
95
1024176
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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)
8624.64
80
689971
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3.15 Compacting Original Ground
( i ) Compacting Original Ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the subgrade level , watered, graded and compacted in layers to meet requirement of
table 300-2 for sub grade construction
Cum. 50.00
5760
50
288000
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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
34337.48
223
7657258
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Construction of RCC open drain
(ii) Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L= 800 mm) including cutting , bending and binding wire, placing in position , providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications. Meter. 2592.00
2100
2592
5443200
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3.25 Construction of RCC Drain/Cover/Chamber
(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
226.8
4146
940313
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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
13.61
56301
766144
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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
20154.68
1423
28680116
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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
14786.95
1434
21204491
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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
4606.88
277
1276104
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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
59147.81
64
3785460
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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
56706.56
17
964012
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5.4 Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.)
B With mechanical paver finisher
(ii) for Grading-II (37.5 mm nominal size bitumen content 4.0%) Cum 8397.00
2835.33
8397
23808250
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5.5 Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in
all respects)
A With sensor paver finisher
(iv) for Grading II (13.2 mm nominal size) with CRMB 60- 6.0 % Cum 10555.00
1701.2
10555
17956133
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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
1543.5
2332
3599442
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6.7 Providing and laying Un-Reinforced Cement Concrete without Dowel bar including formwork and Expansion , Contraction & longitudnal joints as per Design and as per IRC -62-2014, over a prepared Base a per approved mix design and finishing to Lines and grade as per Drawing for Pavement thickness less than 200 mm in Low volume Road
PCC Grade M-30 with minimum Cement Content @ 375 kg/Cum 4391.00
3087
4391
13555017
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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
120
553
66360
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Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as perI RC:8-1980, fixing in position including painting and printing etc) (i) 5th kilometer stone (precast) Each 2436.00
1
2436
2436
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(ii) Ordinary Kilometer stone (Precast) Each 1460.00
9
1460
13140
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(iii) Hectometer stone (Precast) Each 410.00
40
410
16400
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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
195
384
74880
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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.
400
431
172400
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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
525
67
35175
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8.30 Metal Beam Crash Barrier
A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level,
fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3) Meter 2602.00
240
2602
624480
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Multi-Directional Sign Board with Central Post Providing and erecting Multi-Directional Sign Board with Central Post and mounting four or three faces with 2 mm thick corrosion resistant aluminum alloy sheet reflectorized sign board with high intensity retro-reflective sheeting of Closs-C Micro Prismatic Grade Sheeting of Type IX with writing and direction marking as directed by Engineer-in- Charge, including cost of sign boards and their back frames installed as per clause 802.6 over a designed support system of aluminum alloy or galvanized steel trestles and trusses of seetions and type as per structural drawing requirement with following structural components Central post : 300mm internal dia. 8mm thick and 7.20 m 1 ligh (6.80m + 1.20m) covered at top with 8 mm thick plate Bottom base Plate : 750mm x 750 mm - 16 ,, thick anchord with 8 Nos 25mm diameter J-Bolts to the Foundation plateform, excluding cast of foundation Top Base Plates : 750mm 750 mm 14mm thick 2 Nos welded to top of lower post of 6.0m height and bottom of upper post of 1.20m height, firmely connected together with bolts and nuts of 20mm dia Top and bottom frames, Vertical Connectors and Diagonal connectors for both frames - ISA 50x50x6mm including providing 5mm thick gussl plates of size 200mmx200mm at all conrners of top and bottom frame Back frame of board of ISA 40x40x5mm including making all arrangements for stability of structure (Drawing is annexed as Annexure-1)
-
-
-
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Sign boards of size 3.00m x 1.20m on Three Faces (for T-junction) Each 224359
5
224359
1121795
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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 including dewatering etc. complete.
4211.6
146
614894
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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
C Prestressed / Reinforced cement concrete grade M-20 & above cum 908
44.9
908
40773
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Cement Concrete Grade M-15 & M-20 cum 348
580.95
348
202171
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Stone Masonry
B Rubble stone masonry in cement mortar. cum 240
311.22
240
74693
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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
127.5
400
51000
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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
2413.37
146
352352
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2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. cum 1234
264.76
1234
326714
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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
146.18
68693
10041199
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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
(ii) P.C.C. Grade M-20 cum 5551
987.46
5551
5481390
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Height upto 5m (a) Using concrete Mixer (i) R.C.C. Grade M-20 cum 5603
142.32
5603
797419
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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
24.12
69002
1664328
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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).
B RCC Grade M 30
I For Solid Slab Super Structure
(a) Using Concrete Mixer
(i) Height upto 5m cum 6973
325.53
6973
2269921
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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
32.56
70101
2282208
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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
111
1204
133644
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3.17 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. sqm 66
91.2
66
6019
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3.9 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 cum 905
4602.43
905
4165199
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4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700. cum 11847
46.44
11847
550175
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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
347.05
1926
668418
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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
18.06
2079
37547
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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
36.19
2413
87326
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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
1059
223
236157
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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)
(b) For Sub-base cum drainage layer or upper sub-base with
(ii) Grading-VI Material Cum. 1363.00
357.19
1363
486850
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9.9 Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 Cum. 3768.00
524.96
3768
1978049
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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
200
5370
1074000
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4.6 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304) meter 1819
60
1819
109140
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4.9 Drainage Spouts complete as per drawing and Technical specifications of section 2705 Each 2007
4
2007
8028
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4.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 Cum 4437
18
4437
79866
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4.11 Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704 Cum 9467
36
9467
340812
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2.6A Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A - Using Concrete Mixer
(i) PCC Grade M-15
788.53
4613
3637489
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
A - Using Concrete Mixer
(ii) PCC Grade M-20
6620.9
5247
34739862
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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.
1476.9
321
474085
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