Public Works Roads Department Tender
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Costs
EMD
₹ 6,01,613Document Cost
₹ 9,024Tender Fee
Refer Documents
Summary
Improvement Of Road From Goreswar Police Station To Barghuli Kalita Supa Via Barguli Hospital(ch. 200.00 M To 10300.00m ) Length _ 10.100 Km) Under Sopd For 2020-21(rangia Lac) Pkg. No.nktrd(r)/ Sopd(g)/ 2021-22/01
Description
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Contact
Tender Id
2021_PWD_22018_1Bid Award Id
ViewTender No
NKTRD/SOPD/Tech./NIT/01/580Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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BOQ Items
Providing and applying Primer Coat
Providing and applying primer coat with bitumen emulsion (CSS-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.
1204.23
-
31.53
Providing & applying tack coat with Bitumen emulsion
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per technical Specification Clause 503.
47175
-
11.53
Bituminous Macadam (Providing and laying cold mix macadam with Drum mix using crushed aggregates of grading as per Table 500.4, premixed with cold mix binder, transported to site upto a lead 1000m laid over a previously prepared surface with paver finisher to the reqd. grade,lavel and alignment, rolled to achiev the desired compaction as per Technical speceificatin( IRC.SP:100-2014)
728
-
12867.68
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. B. with rockdust as filler (refer table 500-9 of MoSRT&H Specification) (ii) with Polymer modified bitumen 70 for grading II ( 13 mm nominal size)
1179.38
-
13941.25
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year
99
-
745.8
Road Marking:
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specification
3030
-
88.71
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 600 mm equilateral triangle
14
-
4282.13
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600 mm circular
14
-
5626.95
Construction of Slab Culvert 1.00 m span(2 Nos): Earth work in excavation for structures as per drawing and technical specification cl.305.1 including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trnches with excavated suitable materials. 1. Ordinary soil) depth upto 3.0m
91.08
-
115.26
Providing concrete for plain/reinforced cement concrete, in open foundation complete as per drawing and technical specification clause. 802, 803, 1202 & 1203. (A) With crushed stone. I PCC grade M10. Nominal mix 1:3:6
11.04
-
5894.75
Providing concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification clause 802, 804, 805, 806,807, 1202 and 1204. B. With Natural Gravel III. PCC grade M20. i) Nominal mix (1:2:4)
95.7
-
6504.5
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clause 800, 1205.4 & 1205.5. A. With crushed stone. (iii) RCC M 20. a) Height upto 5.00 m.
11.22
-
7907.41
Drainage spouts complete as per drawing and technical specification clause 1209
4
-
1854.22
Providing & filling joint sealing compound as per drawing and technical specification with coarse and 6% bitumen by weight.
21
-
23.73
Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and Technical Specification clause 1002, 1010 & 1202.
1.18
-
63637.31
Providing weep holes in Brick masonry/Stone masonry /Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification Clause 614, 709,1204.3.7
120
-
133
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3.(A) with crushed stone
1.32
-
14020.48
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