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Provn Of 300 Mtr X 3.75 Mtr Bituminous Road From Tac Wing Gate To Bank Of Ganga River Of The Sikh Li Regt Centre, Fatehgarh. Provn Of 300 Mtr X 3.75 Mtr Bituminous Road From Tac Wing Gate To Bank Of Ganga River Of The Sikh Li Regt Centre, Fatehgarh., Fatehgarh-Uttar Pradesh

Military Engineer Services-MES has published Provn Of 300 Mtr X 3.75 Mtr Bituminous Road From Tac Wing Gate To Bank Of Ganga River Of The Sikh Li Regt Centre, Fatehgarh. Provn Of 300 Mtr X 3.75 Mtr Bituminous Road From Tac Wing Gate To Bank Of Ganga River Of The Sikh Li Regt Centre, Fatehgarh.. Submission Date for this Tender is 24-12-2021. Road Work Tenders in Fatehgarh Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

30146738
Corrigendum : Provn Of 300 Mtr X 3.75 Mtr Bituminous Road From Tac Wing Gate To Bank Of Ganga River Of The Sikh Li Regt Centre, Fatehgarh. Provn Of 300 Mtr X 3.75 Mtr Bituminous Road From Tac Wing Gate To Bank Of Ganga River Of The Sikh Li Regt Centre, Fatehgarh.
Open Tender
Indian
Uttar Pradesh
Fatehgarh
24-12-2021

Tender Details

Provn Of 300 Mtr X 3.75 Mtr Bituminous Road From Tac Wing Gate To Bank Of Ganga River Of The Sikh Li Regt Centre, Fatehgarh. Provn Of 300 Mtr X 3.75 Mtr Bituminous Road From Tac Wing Gate To Bank Of Ganga River Of The Sikh Li Regt Centre, Fatehgarh.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 17-Dec-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 24-12-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 25120.0 /-
Tender Value
INR 12.56 Lakhs /-

BOQ Items

Name of Work :PROVN OF 300 MTR X 3.75 MTR BITUMINOUS ROAD FROM TAC WING GATE TO BANK OF GANGA RIVER OF THE SIKH LI REGT CENTRE, FATEHGARH
Sl. No. Item Description
1Surface excavation n. exc. 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed.
2Rolling and consolidation formation surface in cutting with 8 to 12 tonne power road roller complete all as specified and directed.
3M&L for soiling(or sub base) of granite, trap or basalt stone 150 mm thick (spread thickness of aggregate of size 90 mm to 45 mm) with broken boulders or quarred stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.
4M&L for 150 mm thick (compacted thickness two layers 75 mm thick each layer) WBM with coarse aggregate (granite, trap or basalt) of grating 2 ( 63 to 40 mm size), rolled and consolidated with 8 to 10 tonne power road roller to gradient and camber required complete all as specified and directed.
5M&L for preparing unsurfaced WBM surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clear the surfaces with gunny bags to remove all loose dirt etc complete all as specified and directed.
6M&L for applying by providing evenly a priming / tack coat with bitumenous primer (paving bitumen)VG-10 @ 10 Kg / 10 Sqm complete all as specified and directed.
7M&L for bitumenous premix sem-dense asphaltic concrete 40 mm consolidated thickness with 5.5 % binder content paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient complete with mechanical paver, mixed at hot mix plant rolled to uniform smooth surface well rammed, rolled with 8 to 10 ton power rollers to required camber and gradient complete all as specified and directed. Note :- Premix carpeting shall be done with mechanical paver.
8M&L continuous brick edging with width equal to the depth of the brick, of whole sub class "B"brick old size laid on end vertically complete all as specified and directed.
9Removing execavated material soft / loose soil to a distance exceeding 50 m and not exceeding 100 m & depositing where directed at a level n. exc. 1.5 M above the starting point complete all as specified and directed.
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