Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date27 Jan 2025
Closing Date20 Feb 2025
Tender Amount₹ 1,33,99,237
Costs
EMD
₹ 2,68,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Up-gradation Of Shimla Tatapani Mandi Road Km. 27/520 To 33/200
Description
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Contact
Tender Id
2025_PWD_98815_1Bid Award Id
ViewTender No
No.PW-SRDD-CTR-24-25-18465-490 dt.23.01.25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://hppwd.hp.gov.in/
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Documents
BOQ Items
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Plain/ reinforced cement concrete in sub structure as per drawing and technical specification clauses 802,804,805, 806,807,1202 and 1204 PCC M-15 ( 1:2.5:5)
6.31
6200
39122
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Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
2.5
3950
9875
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Excavation in earth work in hilly area in all heights and depths in all kind of soil by manual/mechanical means including saturated soil comprising of mixed soil, ordinary rock and hard rock all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side,water pollution, etcetra and to protect stability of hill side track shall be excavated with chiseling and wedging out rock (where blasting is prohibited). all earth work in cutting/excavation including rock excavation shallbe carried,out true tolines,grades,side slopes, width, camber super-elevation and level as shown on the drawings Including carriage of material within all leads and lifts.
460.2
233
107410.68
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Construction of subgrade and earthen shouldes with approved material obtained from borrow pits with all lift and lead, transporting to site, spreading,grading to required slope and compacted to meet the requirement oh Table 300.2 withlead upto 1000m as per technical specification clause 303.1
207.09
427
88448.14
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Construction of granular sub base by providing well graded matrial, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with ratovator at OMC, and compacting with three wheel 80-100 kn static roller to achieve the desired density, complete as per Technical Specification Clause 401
230.1
2065
475179.51
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (GII) Grading-II 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm
115.05
2705
311267.78
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bond macadom specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80/100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required dencity grading-III as per technical specification clause 405.using stone aggregate 45 mm to 22.40 mm including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
115.05
2549
293319.98
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Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning the road surface with hydralic broom and spraying primer at ther ate 1.05 kg (one point zero five kilogramme) per square metre using mechnical means as per Technical Specifictions Clause 502 including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
6318.5
65
413861.75
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg (zero point two seven five kilogramme) per square metre on the prepared bitumenous surface and cleaned with Hydraulic broom as per Technical Specification Clause 503 by mechanical means including hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-Charge.
12637
22
284332.5
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Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
315.93
10170
3213087.08
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tones per hours using crushed aggregates of specified grading , premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler , transporting the hot mix to work site laying with a hydrostics paver finsher with sensor control to the required grade , level and alignment , roling with smooth wheelded , vibratory and tandem rollers to achieve the desired compation as per MORTH specification clause No,507 completein all respect .
189.56
12501
2369727.47
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Providing and laying cement concrete drain with cement concrete 1:3:6 (one cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) mechanically mixed in open surface drain with plinth protection having internal size 20x15 cm & with side wall of 10 cm thick & inside plastering with CM. 1:3 including earthwork & finished with floating coat of neat cement complete as per standard design as per HPPWD specification 1990 volume - I including carriage of all labour equipments and materials to various location through complete including carriage of material in all leads and lifts as per direction of Engineer in Charge.
214.74
6616
1420762.79
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