Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date5 Mar 2025
Closing Date26 Mar 2025
Tender Amount₹ 3,05,75,000
Costs
EMD
₹ 1,52,880Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
165442Tender No
165442Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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Construction of embankment with Material Obtained fromBorrow 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).
31520.82
223
7029143
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Granular Sub-base as per Table:- 400-1Construction 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) (i) Grading -III Material
4301.2
1423
6120608
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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.)
2711.51
1434
3888305
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Prime coat (Providing and applying primer coat with 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
11039.62
64
706536
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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 (ii) Granular surfaces treated with primes @ 0.30 kg / Sqm
12750
17
216750
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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)B With mechanical paver finisher
for Grading-II(19 mm nominal maximum size, bitumen content (3.40%)
637.5
6255
3987563
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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 (ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
12750
146
1861500
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Construction of Shoulders (Construction of shoulders as per clause 407 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 4% camber, compacting. watering rolling and royalty charges etc. complete. B With smooth wheeled roller
1282.67
277
355300
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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
105
553
58065
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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 . (B) 600 mm dia
75
2459
184425
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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)
5
1460
7300
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(iii) Hectometer stone (Precast)
13
410
5330
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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 ZincChromate Stoving Primer and two coats of Black StoveEnamel(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 withsynthetic enameled paint blockincluding bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete.
44
1491
65604
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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)
300
384
115200
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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 800.1.3 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
60
67
4020
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Excavation for structures earth work in bulk excavation of foundation of structure as per drawing & technical specification, including setting out, construction of shoring & bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.including dewatering etc complete Ordinary Soil Upto 3 m depth
766.8
146
111953
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
Using concrete mixer PCC Grade M15
85.2
4613
393028
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
Using concrete mixer (vi) RCC Grade M25
264.97
5979
1584256
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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.
13.25
68693
910182
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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). R.C.C. Grade M-25
210.16
6339
1332204
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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.
10.51
69002
725211
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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.
227.2
321
72931
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Construction of RCC Drain/Cover/Chamber 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.)
145.92
140
20429
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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
58.01
4146
240509
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications
3.16
56301
177911
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Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
27.36
3768
103092
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