Public Works Department Tender
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Public Works Department - PWD Tender
Bridge Construction
Eprocure
Opening Date2 Jul 2018
Closing Date7 Jul 2018
Tender Amount₹ 8,36,171
Costs
EMD
₹ 16,700Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
C/o of link road from rowkhan ramshar sai road to teymanu dayadru matuli harijan basti km 0/0 to 3/380
Description
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Contact
Tender Id
2018_PWD_22037_1Bid Award Id
ViewTender No
2018-PWD-NLG-28-06Tender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
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Providing and laying reinforcement cement concrete pipe NP-2 for culverts on First class bedding of granular materials in signal rough including fixing collar with cement mortar 1:2 but excluding excavation protection work back filling concrete and masonry work in head walls and parapets clause 1108. C-900 mm dia including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.
37.5
-
10
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Providing weep holes in brick masonry/ plain reinforcement cement concrete , abutment wing walls return wall with 100 mm dia PVC pipe extending through the full width of structure with slope of 1 (V) : 20 (H)Towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7. including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.
40
-
10
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Back filling behind abutments wing walls, retaining walls complete as per drawing and technical specification clause 1204. 3.8. including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.
27.6
-
10
... More
Providing and laying spreading and compacting stone aggregates of specific sizes 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 stone screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading- I as per Technical specification Clause 405. (90 to 45 mm size.) including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.
11.05
-
10
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Providing and laying spreading and compacting stone aggregates of specific sizes 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 stone screening/binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading- II as per Technical specification Clause 405. (63 to 45 mm size.)including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.
7.53
-
10
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Providing and applying Prime coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.90-1.20 Kg / Sqm using mechanical means as per technical specification clause 502. Chapter 5.1 (II)including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.
1677.5
-
10
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Providing and applying Tack coat with bitumen emulsion (RS-I) using emulsion distributor @ 0.25-0.30 Kg / Sqm on prepared surface of granular treated with primer &cleaned with Hydraulic broom as per technical specification clause 503. Chapter 5.2 (III)including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.
1677.5
-
10
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P/L 20(Twenty) millimetres thick open graded premix carpet using bituminous (penetration grade/modified bitumen, binder providing and laying rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen of emulsion to 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 three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat of either type A or B or C as per technical specification clause 508 . by mechanical means (S-90)including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.
1677.5
-
10
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified the levels grade and cross fall using type A type B and Type C as per technical specification clause 510.By mechanical means type Bitumen (S-90)including carriage of materials with in all leads and lifts as per entire satisfaction of Engineer-in-charge.
1677.5
-
10
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