Power Boards / Undertakings / PSU Closing in 12 days TDR #57245808

Tender For Providing And Laying 2.50 Cm Thick Premix Carpet Surface Road At Various Location In Chamera -Ii Power Station, Chamba Karian

Issued by Boards / Undertakings / PSU · Chamba, Himachal Pradesh
Tender Value
69.18 Lakhs
Estimated cost
Bid Submission
17 Sep 2026
12 days left
EMD
1.38 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Chamba → Himachal Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Providing And Laying 2.50 Cm Thick Premix Carpet Surface Road At Various Location In Chamera -Ii Power Station, Chamba Karian

BOQ

Name of Work:- Providing and laying 2.50 cm thick premix carpet surface road at various location in Chamera -II Power Station, Chamba Karian
Sl. No. Item Description
1Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm
22.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt
3Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
4Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
5Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer in-charge
6Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineerincharge
7Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
8Carriage of Earth work (Carriage for 1.0 km lead by Mechanical Transport including loading, Unloading and stacking).
9Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
10Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
11Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
12Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)
13Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls Under 20 cm wide
14Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size)
15Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
16Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
17Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57245808
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 69.18 Lakhs
LAST DATE 17-09-2026
Authority
Authority Name National Hydroelectric Power Corporation Limited
Work Description Tender for Providing And Laying 2.50 Cm Thick Premix Carpet Surface Road At Various Location In Chamera -Ii Power Station, Chamba Karian
Basic Detail
Tender No NH/CPS- II/Cont./E File-165130/2026-27/13
Bidding Type Tender
Location
City Chamba
State Himachal Pradesh
Key Dates
Publish Date 28 Aug 2026
Submission Date 17 Sep 2026
Open Date 24 Sep 2026
Finance
Tender Value 69.18 Lakhs
Tender Fee 1180
EMD 1.38 Lakhs
Exemption Available
Document List
78993877-bf75-4e13-812b-2e614a602fd5.html
BOQ_970756.xls
tender1.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 28, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 12 days
Sep 24, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 19 days

Tender Documents

Download All (ZIP) ↓
html

78993877-bf75-4e13-812b-2e614a602fd5.html

xls

BOQ_970756.xls

pdf

tender1.pdf

pdf

Tendernotice_1.pdf

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