Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Civil Works Others
Opening Date10 Jan 2025
Closing Date27 Jan 2025
Tender Amount₹ 11,88,93,000
Costs
EMD
₹ 5,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
164097Tender No
164097Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3.
11550
23
265650
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Construction of embankment / sub-grade with Material Obtained from Borrow Pits (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)
20062.64
223
4473968.72
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Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R8 (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)
37350.1
250
9337525.5
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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
17586.43
1423
25025492.74
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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.)
8762.16
1434
12564938.87
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Prime coat (Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means)
i) on WBM/WMM surface @0.85 Kg/sqm.
36058.28
64
2307729.6
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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 surface treated with primes @ 0.30 kg / Sqm
36058.28
17
612990.68
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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 ii) for Grading-II(19 mm nominal maximum size, bitumen content 3.40%)
1802.91
6255
11277227.07
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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
A) With bitumen ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
36058.28
146
5264508.15
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Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)
(i) P.C.C. M-10
1366.07
2789
3809969.23
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Providing and Laying Un-reinforced cement concrete without Dowel bars includng form work and expansion, contraction & longitudinal joints as per design and as per IRC-62-2014, over a prepared base as per approved mix design and finishing to lines and grade as per drawing for pavement thickness less than 200mm in low volume Roads
2529.75
4391
11108132.25
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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
7200
277
1994400
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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: 982011, 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
260
553
143780
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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
260
2459
639340
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Kilometre Stone 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
1460
18980
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Hectometer Stone
51
410
20910
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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.
1000
431
431000
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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
1397.98
146
204105.08
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Plain cement concrete complete as per drawing and Technical Specifications\ PCC Grade M-15
2178.33
3768
8207947.44
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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 . )
D) 1000 mm dia
120
5370
644400
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4of I.R.C. 78 and 2200.
(i) Granular material
148.79
905
134658.57
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Sand Filling in Foundation Trenches as per Drawing & Technical Specifications.
12.64
1234
15597.76
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Filling Annular Space Around Footing in Rock (Lean cement concrete M15 nominal mix.
8.44
4613
38933.72
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. B With Batching Plant, Transit Mixer and Concrete Pump
(v) RCC Grade M20
75.78
5247
397617.66
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification as per clauses of section 1200,1500 and 1700.
PCC Grade M20
62.34
5551
346049.34
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Height upto 5m (a) Using concrete Mixer (i) R.C.C. Grade M-20
5.15
5603
28855.45
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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
a) Using Concrete Mixer♥
(i) Height upto 5m
7.8
6973
54389.4
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Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications
1.3
70101
90780.8
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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.
6
1204
7224
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Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.
6
66
396
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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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200
62.95
321
20206.95
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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.
29.62
1926
57048.12
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Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing close 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 ( Grade V )
i) Grading-V Material
28.13
1363
38341.19
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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.)
5295.36
140
741350.4
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Construction of RCC Drain/Cover/Chamber 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.
R.C.C grade M 20
1737.54
4146
7203840.84
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
95.75
56301
5390820.75
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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 and as per clause 2504.
384.75
2079
799895.25
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Providing and laying Pitching Stone/Boulder 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 clause 2504. Pitching In Slope
577.13
2413
1392602.63
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Total
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-
118892710.55
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Sub Divisional Officer
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Public Work Department
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Sakti Sub Division, Sakti
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