Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date27 Dec 2024
Closing Soon16 Jan 2025
Tender Amount₹ 65,63,000
Costs
EMD
₹ 49,223Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
163165Tender No
163165Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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A) Lime Concrete, cement concrete grade M-10 and below
1
294
294
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B) Cement Concrete Grade M-15 & M-20
2
348
696
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(ii) Brick / Tile work
-
-
-
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B) In cement mortar
2.5
240
600
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(ix) Removing all type of hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes.
-
-
-
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A) Up to 1000 mm dia
5
400
2000
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B) Above 1000 mm dia
5
531
2655
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Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
-
-
-
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A) Bituminous courses
258.75
542
140243
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B) Granular courses
1035
390
403650
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Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.
7.88
1104
8694
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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)
73.5
223
16391
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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
-
-
-
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A Plant mix method (with Mechanically crushed stone only)
-
-
-
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(a) For Lower Sub-base with
-
-
-
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(i) Grading-III Material
595.13
1423
846863
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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.)
646.88
1434
927619
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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.
-
-
-
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B With smooth wheeled roller
1102.5
277
305393
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Providing & laying precast interlocking concrete blocks of minimum compressive strength of 300 kg/sq.cm and approved size , shape/ pattern over coarse sand bed of thickness upto 40 mm and joints thick filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63-2004.
-
-
-
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C) 80mm thick Polymer coated coloured precast interlock concrete blocks
180
732
131760
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D) 60mm thick Polymer coated coloured precast interlock concrete blocks
100
647
64700
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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.
100
431
43100
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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.
-
-
-
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(i) on WBM/WMM surface @0.85 Kg/sqm.
2587.5
64
165600
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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.
-
-
-
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(i) Bituminous surface @ 0.25 kg /Sqm
1600
15
24000
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ii) Granular surfaces treated with primes @ 0.30 kg /Sqm
2587.5
17
43988
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iii) Cement concrete Pavement @ 0.35 kg/Sqm
400
20
8000
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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)
-
-
-
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B With mechanical paver finisher
-
-
-
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(ii) for Grading-II(19 mm nominal maximum size, bitumen content
3.40%)
80
6255
500400
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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)
-
-
-
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A With bitumen
-
-
-
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ii) Type B ( 13.2 mm to 0.09 mm size aggregates )
3500
146
511000
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Fog Spray (Providing and applying low viscosity bitumen emulsion SS-1 for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing complete as per clause 513.
87.5
44
3850
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Providing and laying leveling course / profile corrective course with bituminous macadam With minimum 40-60 TPH capacity hot mix plant using crushedaggregates of Grading-1 premixed with bituminous binder @ 3.1%transported to site and laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause-501.6 and 501.7 to achieve the desired compaction complete in all respect and as per relevant clause section 500.
-
-
-
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B With mechanical paver finisher
25.88
5432
140553
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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)
-
-
-
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P.C.C. M-10
3.15
2789
8785
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P.C.C. M-15
11.25
3695
41569
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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).
-
-
-
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450 mm dia
5
1893
9465
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600 mm dia
5
2617
13085
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1000 mm dia
5
5528
27640
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Construction of RCC open drain
-
-
-
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Construction of RCC open drain 1.0m x 1.0m inside dimension lined with 150 mm thick RCC M-20 walls, 150 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 10 mm dia horizontal bars @ 150 mm c/c and L-shaped 10 mm dia vertical bars @ 150 mm c/c (L=1400 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.
20
4905
98100
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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.
25
2592
64800
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Construction of RCC Drain/Cover/Chamber
-
-
-
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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.)
112.5
140
15750
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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
27.75
4146
115052
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
1.11
56301
62494
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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.)
-
-
-
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With mechanical paver finisher
-
-
-
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for Grading-II(26.5 mm nominal size bitumen content 4.50%)
129.38
7916
1024133
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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)
-
-
-
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With mechanical paver finisher
-
-
-
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for Grading II (13.2 mm nominal size) with bitumen 6.0 %
77.63
9812
761657
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Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62-2014, over a a prepared base as per approved mix design and finishing to lines and grades as per Drawing for Pavement thickness less han 200mm in Low Volume Roads.
-
-
-
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PCC Grade M-30 with minimum Cement Content @ 375 kg/cum
4.16
4391
18278
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Total Amount Rs-
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-
6562832
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Say in lacs
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-
65.63
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Sub Divisional Officer
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-
-
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PWD, Vidhan Sabha Sub Dn.
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-
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Raipur (C.G.)
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