National Highways And Infrastructure Development Corporation Limited Tender
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National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender
AMC Maintenance Contracts
Eprocure
Opening Date27 Dec 2019
Closing Date13 Jan 2020
Tender Amount₹ 4,31,88,606
Costs
EMD
₹ 9,79,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_NHIDC_530873_1Bid Award Id
ViewTender No
NHIDCL/A-K/Maint/BO-NMS/19-20Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
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Documents
BOQ Items
Water Bound Macadam: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grader and camber, applying and bromming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density; By Mechanical means; Grading-I (using screen crashable type such as moorum gravel); using screening type-A (13.2mm Agg)
1984.11
-
3173.2732
Prime coat: Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm using mechanical means.
18037.41
-
44.37128
Tack coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
30607.54
-
16.12376
Built-up spray grout: Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross section specified, the compacted layer thickness being 75mm.
4086.25
-
481.092199
Close graded Premix Surfacing/Mixed Seal Surfacing-Type-A
(Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using panetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying & rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade)
30607.54
-
272.222115858
Seal Coat
MoRTH-510; IRC:SP-100-2004, chapter 6.5 & 6.2 using CRRI-Bitchem cold Mix Binder (Exceeds IS 8887:2004, of SS-2) Providing, laying and rolling of seal coat sealing the voids I a bitumious surface laid to the specified levels, grade and cross fall using CRRI-BitChem Cold Mix Binder and stone chips passing 6.3 mm and IS sieve (Application: CRRI-BitChem Seal Coat (A), Liquid Seal Coat as per Design mix & implementation by Manufacturer's discretion only)
30607.54
-
156.936581
PCC 1:3:6 in Foundation: Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
75.74
-
8087.8123845
Maintenance of Culverts slab type (Maintenance of Slab type culvert by way of cleaning, clearing, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908)
81
-
2880
Gabian structure for retaining earth (Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 m galvanished steel wire @32 kg per 10 sq m having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanising coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 m, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4mm galvanished steel wire.
557
-
2698.7533393
Filter Media:
Filter media of 300 mm thickness is considered for all breast and retaining walls.
598.86
-
1898.2081956
Excavation for structures: by mechanical means (depth upto 3m)
Earth work in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road rworks)
1957.03
-
60
PCC M20 for Causeways
Plain cement concrete complete as per Drawing and Technical specifications
37.84
-
11531.92019
Plum concrete Retaining/Breast Wall/Parapet:
Plum concrete (with 70% Plain cement concrete 30% Plum) complete as per Drawing and Technical specifications.
576.62
-
8371.7799938
RCC Grade M20 using concrete mixer:
Reinforced cement concrete complete as per Drawing and Technical specifications
612.79
-
11862.649994
Reinforcements:
Supplying, fitting and placing HYSD reinforcement bars complete in sub-structure as per drawing and Technical specification
20.38
-
100855.86359
PCC Grade M30 with concrete mixer:
Plain cement concrete complete as per drawing and technical specification
0.38
-
12691.552632
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