Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date6 Jul 2018
Closing Date26 Jul 2018
Tender Amount₹ 5,24,68,671
Costs
EMD
₹ 10,49,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CEHP_65768_4Bid Award Id
ViewTender No
4729-79 dated 30.06.2018Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://hppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying concrete mechanically mixed and vibrated PCC M-15(Fifteen) nominal mix 1:2.5.:5 ( One cement: Two and half sand :Five graded stone 20 mm(twenty millimeters) nominal size for plain concert in foundation and plinth or similar work complete as per drawing and technical specification for rural roads Clause 802,803,1202 and 1203 and curing complete including the cost of form work including hauling of materials through all modes of transportation within all leads and lifts, as per entire satisfaction and direction of Engineer-in-charge.
334.95
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-
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Providing and laying concrete mechanically mixed and vibrated PCC M-10(Ten) nominal mix 1:4.:8 ( One cement: Four sand : Eight graded stone 25 mm(Twenty millimeters) nominal/ reinforced concert in open foundations and plinths or similar works complete as per drawing and technical specification for rural roads Clause 802,803,1202 and 1203 and curing complete including cost of form work and hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.
8.82
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Providing and laying concrete mechanically mixed and vibrated PCC M-10(Ten) nominal mix 1:6:12 ( One cement: Six sand : Twelve graded stone 40 mm(Forty millimeters) nominal/ reinforced concert in open foundations and plinths or similar works complete as per drawing and technical specification for rural roads Clause 802,803,1202 and 1203 and curing complete including cost of form work and hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.
20.15
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Providing and laying mechanically mixed and vibrated cement concrete 1:5:10 with 15% plums and curing complete including the cost of form work for plain/reinforced concrete in retaining walls, breast walls as per drawing and technical specification for rural roads Clause 802, 803, 1202 and 1203 and curing complete including cost of form work and hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge.
166
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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 and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
37.5
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Filling in foundation trenches as per drawing and technical specification clause 305.39 and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
48.9
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Random rubble masonry stone masonry in cement mortar for in cement mortar (1:5) superstructure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204 and hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
515.6
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS: 422.91 and IS: 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 including hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
455.4
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm ( six hundred millimeter ) with smaller size towards the soils and bigger size towards the wall and providing over the entire surface behind abutment wing wall, return walls to the full height compacted to firm condition complete as per drawings and technical specification Rural Road August 2004 clause 1204.3.8 including hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
173.2
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Providing weep holes in stone masonry/ plain/reinforced concrete abutment, wing wall, return wall, R/walls, B/walls with 100 mm (one hundred millimeter) dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 and hauling of materials through all modes of transportation in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
60
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Providing and laying rubble stone flooring in cement mortar 1:3 (one cement: three sand) over cement concrete bedding complete as per drawing and technical specification Clause 1303 and hauling of materials through all modes of transportation within all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge.
3.06
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Construction of sub grade and earthen shoulders with approval material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet the requirement as per technical specification clause 303.1 including haulaging of material through all modes of transportation within all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge.
4935.88
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401 including hauling of material through all modes of transportation within all leads and lifts and as per the entire satisfaction and direction of Engineer-in-charge
4929.53
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Providing laying spreading and compacting stone aggregates of WBM grade-II (63-45mm) (sixty three to forty five millimeter) (By mechanical means) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable stone screening/binding materials to fill- up the interstices of course aggregate, watering and compacting to the required density as per technical specification clause 405 including guarding barricading and diversion etc. and haulaging of materials through all modes of transportation within all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
2318.13
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Providing, laying, spreading and compacting stone aggregates of WBM Grade-III (53-22.5mm) (fifty three to twenty two decimal five millimeter) (By mechanical means) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming crushable stone screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density as per technical specification clause 405 including guarding barricading and diversion etc. and haulaging of materials through all modes of transportation within all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
2281.47
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Providing and applying primer coat with Bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.00 kg/sqm (one kilogramme per square meter) using bitumen pressure distributor as per technical specification clause 502 including haulaging of material through all modes of transportation within all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
29583.75
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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rates of 0.30 Kg per sqm (zero decimal three zero kilogramme per square meter) on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical specification clause 503 including hauling of material through all modes of transportation within all leads and lifts and as per the entire satisfaction and direction of Engineer-in-charge.
29583.75
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Providing, laying and rolling of open-graded premix carpet of 20 mm (twenty millimeter) thick composed of 13.2 mm- 5.6 mm (thirteen decimal two to five decimal six millimeter) aggregate using VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including loading of aggregate and mixing in a suitable plant, transporting the mixed materials with tipper and laying and rolling with a three wheel 80/100 KN static roller capacity, finished to required level and grade to be followed by seal coat of type B as per technical specification clause 508 (by mechanical means) including haulaging of material through all modes of transportation within all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge.
29583.75
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Providing and laying seal coat sealing the voids in bituminous surface VG-10 grade by mechanical means laid to the specified levels, grade and cross fall using type B as per technical specification clause 510 including haulaging of material through all modes of transportation within all leads and lifts and as per the entire satisfaction and direction of Engineer-in-Charge.
29583.75
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Providing and Fixing logo of PMGSY Project- Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm (one point six millimeter) thick, top and middle plate duly welded with MS flat iron 25mm x 5mm (twenty five into five millimeter) size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm (twenty five into twenty five into five millimeter) the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to two nos. 75mm x 75 mm of 12 (seventy five into seventy five) of twelve SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing and technical specification clause 1701 and haulaging of material through all modes of transportation within all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
2
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Reinforced cement concrete M-15 grade kilometer stone/local stone of standard design as per IRC:25 fixing in position including painting and printing, etc as per drawing and technical specification clause 1703 including haulaging of material through all modes of transportation in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.
i) 200 Mtrs stone
17
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ii) Ordinary Kilometer stones
4
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Routine Maintenance after completion of construction work as per terms and condition of bid document that is 4 (vi) of contract data to general condition of contract and technical specifications of Ministry of Rural Development for rural roads August 2004 (Two Thousand Four) for rural roads including hauling/ carriage of all labour equipment and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction of the Engineer-in-Charge for First Year
9.38
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110029
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Routine Maintenance for 2nd Year
9.38
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118831
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Routine Maintenance for 3rd Year
9.38
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128337
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Routine Maintenance for 4th Year
9.38
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138604
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Routine Maintenance for 5th Year
9.38
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149692
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