Public Works Roads Department Tender
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Costs
EMD
₹ 1,17,640Document Cost
₹ 1,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWD_15172_1Bid Award Id
ViewTender No
SE/NRC/TB/NIT/44/2019-20/04Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdbnh.assam.gov.in/
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Documents
BOQ Items
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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.
(A) By Mix in Place Method
ii) For Grading II Material
73.13
-
3259.12
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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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. WBM Grading- II
(A) By Manual Means.
36.56
-
4940.89
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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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. WBM Grading-III
(A) By Manual Means.
150.89
-
4939.37
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Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (i) Low Porosity
2011.88
-
31.52
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Providing an applying tack coat with bitumen emulsion (RS-1) using emulsion distributor @ 0.30 to 0.35 Kg/sqm on the prepared bitumenous/ granular surface cleaned with mechanical broom as per technical specifications clause 503.
9375
-
13.33
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20 mm thick Open- Graded premix carpet using Bitumen Emulsion as per Technical specification clause 508.providing and laying and rolling of Open-Graded premix carpet of 20mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line , grade and level to serve as wearing course course on previously prepared base , including mixing in suitable plant laying and rolling with a three wheel 80-00 KN static roller capacity , finished to required level and grades to be followed by seal coat either type A or type B or type C as per technical Specification clause 508. Case-I By Manual Means
i. Bitumen (S-90)
9375
-
221.16
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Providing and laying seal coat sealing the voids in a bitumenous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.
A. By Manual Meand
i Bitumen (S-90)
9375
-
22.6
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1000mm dia H.P. C. (Double Rows) Works Heading
-
-
-
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Earthwork in excavation for foundation of structures up to 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling with approval material)
324.18
-
115.26
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Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation Head of walls as per drawing anf Technical Specification clause 1109
6.88
-
5894.75
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Bedding of pipe
Type B First Class Bedding
Laying (First Class) bedding on well compected granular material as per clause 1105 (ii)
20.84
-
1547.02
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Brick masonry work in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and tech. specification. Clause 1109.
A. Brick Masonary in 1:4 Cement mortar
65.48
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7304.77
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls parapets wall as per clause 1106
B) 1000mm dia
40
-
16452.91
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Plastering with cement mortar (1:4), 15mm thick on brickwork in Substructure as per Tech. specification.
147.08
-
136.92
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and wight as per table 1300.1 no fragment weight less than 25kg laid dry complete as per drawing and technical specification clause 1301
20.52
-
1524.93
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RCC Box Culvert Works Heading
-
-
-
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
9.03
-
115.26
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
20.475
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5921.31
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
A. With Crushed Stone
RCC Grade M20 for Height upto 5m
24.521
-
7300.93
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Supplying, fitting and placing TMT bar reinforcement (Fe-500) in sub-structure complete as per drawing and technical specifications Clauses 1002, 105, 1010 & 1202
1.657
-
63637.3
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Clauses 1002, 1010 and 1202
A. With crushed stone
1.125
-
14020.47
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
30.9
-
1524.93
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