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Provision Of Hardstanding With Adequate Water Drainage System For Water Filling Point In Convoy Ground At Mil Stn Samba, samba-Jammu And Kashmir

Military Engineer Services-MES has published Provision Of Hardstanding With Adequate Water Drainage System For Water Filling Point In Convoy Ground At Mil Stn Samba. Submission Date for this Tender is 24-09-2022. Drainage Tenders in samba Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

33678294
Corrigendum : Provision Of Hardstanding With Adequate Water Drainage System For Water Filling Point In Convoy Ground At Mil Stn Samba
Open Tender
Indian
Jammu And Kashmir
samba
24-09-2022

Tender Details

Provision Of Hardstanding With Adequate Water Drainage System For Water Filling Point In Convoy Ground At Mil Stn Samba

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 09-Sep-2022 REVISED BOQ BOQ 17-09-2022
2 17-Sep-2022 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 24-09-2022

Key Value

Document Fees
INR 500 /-
EMD
INR 42000.0 /-
Tender Value
INR 21 Lakhs /-

BOQ Items

Name of Work:PROVN OF HARDSTANDING WITH ADEQUATE WATER DRAINAGE SYSTEM FOR WATER FILLING POINT IN CONVOY GROUND AT MIL STN SAMBA
Sl. No. Item Description
1Surface excavation to required camber and gradient n. exc. 30 cm deep and averaging 15 cm deep and getting out in any type of soil, complete all as specified and directed.
2Hardcore of gauge n.exc. 63 mm, deposited, spread and levelled in layers n.exc. 15 cm thick, watered and well rammed to a true surface, complete all as specified and directed.
3Removng excavated material (soil) to a distance n. exc. 50m and depositing where directed at a level n exc 1.5m above the starting point,complete all as specified and directed.
4Plain cement concrete M-15, 150mm thick using 40 mm graded crushed stone aggregate as in sub base of paving , complete all as specified and directed.
5Machine pressed precast concrete interlocking Rubber Moulded paver block of any shape and size, ISI marked (IS:15658-2006)80 mm thick, M-40 grade (Medium Traffic), in hardstanding ,with grey cement and pigment, laid tightly over & including 50 mm thick dry sand cushioning (compacted) and joints filled with dry sand, colour and pattern as approved by GE, complete all as specified and directed.
6Earth work in excavation by mechanical means (hydraulic excavation) in foundation trenches or drains n.exc. 1.5 m in width or 10 sqm on plan, including dressing of sides and ramming of bottoms, lift upto 1.5 m and getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m, complete all as specified and directed.
7Plain cement concrete M-10 using 40 mm graded crushed stone aggregate as in surface channels and drains , complete all as specified and directed.
8Brick work withold size sub class"B" burnt bricks having crushing strength not less than 75 Kg/Sq cm, straight or curved on planexc. 6 m mean radius built in CM 1:4 ,complete all as specified and directed.
9Flush pointing to brick massonry in CM 1:4, complete all as specified and directed.
10Extra for forming fair finished drain or channel 30 cm inner grith in cement concrete using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and directed.
11Add or deduct extra 25 mm girth or part therof over or under 30 cm, completeall as specified and directed.
12Plain cement concrete 1:2:4 type B-1 using 20mm graded stone aggregates as incopings, covings, bed blocks, at junction of parapet wall & drain including necessary form work, complete all asspecified and as directed .
13Rendering 10 mm thick cement plaster in cement mortar 1:4 on brick work or concretesurfaces and finished even and smooth without using extra cement ,complete all as specified and directed.
14G.I. pipe 75 mm bore tubing medium grade galvanised with all fitting fixed to walls, ceilings or laid in floors complete all as specified and directed
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