Public Works Roads Department Tender
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Costs
EMD
₹ 1,58,700Document Cost
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Refer Documents
Description
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Contact
Tender Id
2018_PWD_10049_1Bid Award Id
ViewTender No
SENL/SOPD/2018-19/BAR-127Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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Construction of granular sub-base by providing well graded materials, spreading in uniform layers by tractor with grading attachment 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. ii) For Grading II materials
328.13
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Providing, laying, spreading and compacting stone aggregate of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheels 80-100 KN static roller in stages to proper grade and camber, applying and brooming stone screening to fill-up the interstices of coarse aggregate, watering & compacting to the required density grading III as per Technical Specification Clause 405. Grading –II By Manual Means
196.88
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Providing, laying, spreading and compacting stone aggregate of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheels 80-100 KN static roller in stages to proper grade and camber, applying and brooming stone screening to fill-up the interstices of coarse aggregate, watering & compacting to the required density grading III as per Technical Specification Clause 405. Grading –III By Manual Means
196.88
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Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including cleaning of road surface and applying primer at the rate of 0.90-1.2 kg/sqm using Mechanical Means as per Technical Specification Clause 502.
4500
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Providing and applying tack coat with bitumen emulsion (CRS-1) using emulsion distributor at the rate 0.25 to 0.30 Kg. per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.
4500
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Providing laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm 5.6 mm aggregates either using penetration graded bitumen or 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 tree wheeled roller 80-100KN static roller capacity, finished to required level and grades to be follow by seal coat of either Type A, type B or type C as per Technical Specification Clause 508. Case –II (ii) By Manual Means. (Bitumen S-90)
4500
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Providing and laying seal coat using bitumen emulsion sealing the voids in a bituminous surface laid to the specified level, grade and cross fall using type A, Type B and Type C as per Technical Specification Clause 510 (A) By manual means, Case –III Type C (Bitumen S-90)
4500
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Excavation for structure (earthwork in excavation of foundation of structure 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 backfilling the excavated earth to the extent required and utilizing the remaining earth locally for road work (i) In ordinary soil manual means (Depth upto 3m for abutment
176.78
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Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical specification Cl. 802, 803, 1202 & 1203 B. With Natural Gravel PCC grade M10 Nominal Mix 1:2:4
18.61
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Providing concrete for plain/reinforcement concrete in open foundation complete as per drawing and technical specification Cl. 802, 803, 1202 & 1203 B. With Natural Gravel PCC grade M20 Nominal Mix 1:2:4
116.83
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Providing concrete for plain/reinforcement concrete in substructure complete as per drawing and technical specification Cl. 802, 804, 805, 806, 807, 1202 & 1204 B. With Natural Gravel PCC grade M10 Nominal Mix 1:2:4
59.94
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Providing concrete for plain/reinforcement concrete in substructure complete as per drawing and technical specification Cl. 802, 804, 805, 806, 807, 1202 & 1204 B. With Natural Gravel PCC grade M20 Nominal Mix 1:2:4
6.08
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Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specification clause 603.4 and 1208.4
138.87
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Providing concrete for plain/reinforcement concrete in substructure complete as per drawing and technical specification Cl. 802, 804, 805, 806, 807, 1202 & 1204 B. With Natural Gravel PCC grade M15 Nominal Mix 1:2:5:5
1.44
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Plain/reinforced cement concrete in substructure complete as per drawing and technical specification clause 802, 804, 805, 806, 807, 1202 and 1204 B. With Natural Gravel PCC M15 Nominal Mix
8.57
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification Clause 800, 1205.4 and 1205.5 B. With Natural Gravel RCC M25
16.2
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Supplying fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification clause 1002, 1005, 1010 & 1202 For other RCC works
0.7
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Supplying fitting HYSD bar reinforcement in superstructure complete as per drawing and technical specification clauses 1002, 1010 and 1202
1.5
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Providing weepholes in brick masonry/stone masonry plain/reinforced concrete bitument wing wall return with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) 20(H) towards drawing for complete as per drawing and technical specification Clause 614, 709, 1204.3.7
60
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Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specification Clause 800 and 1706.3 B With Natural Gravel
1.45
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