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Tender For Provision Of Hard Standing Near Water Point Bore Well No 06 At Morar Cantt Gwalior, gwalior-Madhya Pradesh

Military Engineer Services-MES has published Tender For Provision Of Hard Standing Near Water Point Bore Well No 06 At Morar Cantt Gwalior. Submission Date for this Tender is 26-02-2024. RCC Work Tenders in gwalior Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

41867197
Corrigendum : Tender For Provision Of Hard Standing Near Water Point Bore Well No 06 At Morar Cantt Gwalior
Open Tender
Indian
Madhya Pradesh
gwalior
26-02-2024

Tender Details

Tender For Provision Of Hard Standing Near Water Point Bore Well No 06 At Morar Cantt Gwalior

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 19-Feb-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 26-02-2024

Key Value

Document Fees
INR 500 /-
EMD
INR 18000.0 /-
Tender Value
INR 8.73 Lakhs /-

BOQ Items

Name of Work: PROVN OF HARD STANDING NEAR WATER POINT BORE WELL NO 06 AT MORAR CANTT GWALIOR
Sl. No. Item Description
1Excavation over aeras n.exc 1.5 m deep and getting out any type of soil complete all as specified and directed.
2M&L for hard core for broken stone boulder of gauge n.exc 63mm deposited, spread and levelled in layers n.exc 15cm thick watered and rammed to a true surfaces complete all as specified and directed.
3M&L for 100mm thick Cement Concrete 1:3:6 type C-2,(using 40mm graded stone aggregate) as in foundation, filling and mass concrete etc complete all as specified and directed.
4M&L for 100mm thick Cement Concrete 1:2:4 type B-1, (using 20mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
5M&L for forming Contraction (Dummy) Joints 65mm deepx10mm wide filled with sealing (Grade "A") compound complete all as specified and directed.
6M&L for forming construction joints 30mm deep x 10mm wide filed with grade "A" sealing compound complete all as specified and directed.
7Surface excavationn. exc 30cm deep and averaging 15cm deep and getting out soft/loose soil complete all as specified and directed.
8M&L forPCC(1:4:8) type D-2, (using40 mm graded stone aggregate),as in foundation filling and mass concrete complete all as specified and directed.
9M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
10M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.
11M&L for 80 mm thickness machine pressed precast concrete interlocking paver block made out with design mix of M-40 of any shape and size confirming to IS 15658-2006 in grey cement and pigment glossy finish rubber mould casted laid dry over sandcushioning complete all as specified and directed.
12Removing excavated materialn exc. 50m and depositing where directed at a level n exc 1.5mabove the starting point complete all as specified and directed.
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