Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date25 Jun 2024
Closing Date16 Jul 2024
Tender Amount₹ 6,87,60,000
Costs
EMD
₹ 3,43,805Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
155385Bid Award Id
ViewTender No
155385Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
Construction of Embankment with Material Deposited fromRoadwayCutting(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)
1594.72
127578
80
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).
70844.3
15798279
223
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) Grading iii material
9610.81
13676183
1423
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.)
5934.87
8510604
1434
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
28785.37
1842264
64
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
28855.5
490544
17
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%)
1442.77
9024526
6255
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 )
28855.5
4212903
146
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
4585.42
1270161
277
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
225
124425
553
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
135
331965
2459
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)
13
18980
1460
(iii) Hectometer stone (Precast)
28
11480
410
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.
84
125244
1491
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)
150
57600
384
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
180
12060
67
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.)
96
13440
140
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
31.5
130599
4146
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications
1.73
97401
56301
Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15
18
67824
3768
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) up to 3m depth
1936.81
282774
146
Sand Filling in Foundation Trenches as per Drawing & Technical Specifications.
21.07
26000
1234
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. A. Using concrete mixer (i) PCC Grade M15
209.35
965732
4613
PCC Grade M20
75.78
397618
5247
A Using concrete mixer (vi) RCC Grade M25
421.03
2517338
5979
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.
21.05
1445988
68693
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). D Height upto 5m (a) Using concrete Mixer (ii) R.C.C. Grade M-25
362.6
2298521
6339
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
62.34
346049
5551
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).
D) Height upto 5m
(a) Using concrete Mixer (ii) R.C.C. Grade M-20
5.15
28867
5603
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.
21.88
1509419
69002
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 M30 I) For Solid Slab Super Structure (a) Using Concrete Mixer
(i) Height upto 5m
7.8
54389
6973
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications
0.78
54679
70101
Filler joint Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.
6
7224
1204
Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.
6
396
66
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.
510.45
163854
321
Construction of RCC Drain/Cover/Chamber (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.)
192
26880
140
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
71.1
294781
4146
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain /cover/chamber complete as per Drawing and Technical Specifications.
3.9
219574
56301
Plain cement concrete complete as per drawing and Technical Specifications (i) PCC Grade M 15
36
135648
3768
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
32.58
29485
905
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.
29.61
57029
1926
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) Grading vimaterial
28.13
38334
1363
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).
D) Height upto 5m
(a) Using concrete MixerR.C.C. Grade M-25
88.8
562903
6339
Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.
5.6
384681
68693
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. A. Using concrete mixer RCC Grade M20
111.96
669409
5979
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