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Tender For Repair Replacement Of Paths And Hardstanding Under Aor Of Age Br Dett-Iii Of Ge 862 Ews, rajouri-Jammu And Kashmir

Military Engineer Services-MES has published Tender For Repair Replacement Of Paths And Hardstanding Under Aor Of Age Br Dett-Iii Of Ge 862 Ews. Submission Date for this Tender is 20-05-2024. Footpath Work Tenders in rajouri Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

43253018
Tender For Repair Replacement Of Paths And Hardstanding Under Aor Of Age Br Dett-Iii Of Ge 862 Ews
Open Tender
Indian
Jammu And Kashmir
rajouri
20-05-2024

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Tender Details

Repair Replacement Of Paths And Hardstanding Under Aor Of Age Br Dett-Iii Of Ge 862 Ews

Key Value

Document Fees
INR 500 /-
EMD
INR 99800.0 /-
Tender Value
INR 49.90 Lakhs /-

Attachment

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0d86d50b-2f53-4073-8222-733183d1abc5.html Tender Notice 0 KB
BOQ_729154.xls Tender Document 0 KB
TD15.pdf Tender Document 0 KB
Tendernotice_1.pdf Tender Document 0 KB

BOQ Items

Name of Work:-REPAIR /REPLACEMENT OF PATHS & HARDSTANDING UNDER AOR OF AGE B/R DETT-"III" OF GE 862 EWS
Sl. No. Item Description
1Demolition of cement concrete (unreinforced) in ground floor and paving n. exc 15cm thickness, including removal of debris/ concrete from site complete all as specified and directed.
2M&L for 100mm thick plain cement concrete 1:4:8, type D-2 using 40mm graded crushed stone aggregates as in sub base of path, hard standing and footpath, finished the surface even and smooth without using extra cement, complete all as specified and directed.
3M&L forprepolished coloured chequered cement concrete tiles approved quality of size 30 cm x 30cm x 25 mm thick set, jointed in neat cement slurry in floor and pointed in white or coloured (apporved by GE) cement to match the shade of tiles laid over and including 15 mm thick screed bed in cement mortar 1:4after dismantling of old unserviceable tiles etc including cement mortar bedding and removing rubbish off the premises, complete all as specified and as directed.
4M&L for plain cement concrete 1:5:10, type E-2 using 40mm graded crushed stone aggregates as in sub base of flooring/path, hard with interlocking paver blocks, complete all as specified and directed.
5M&L formachine pressed precast concrete interlocking paver block of any shape and size approved by Engr-in-Charge confirming to (IS:15658-2006) of 80mm thick,M-40 grade (Heavy Traffic), single layer monolithic high density manufactured by electro vibro hydraulically operated block making machine in equal propotion of grey and coloured tile to make a pattern, asin hardstanding, with grey cement, laid tightly over & including 25mm thick dry sand cushion (compacted) andjoints filled with dry sand, colour and pattern as approved by GE, complete all as specified and directed.
6M&L formachine pressed precast concrete interlocking paver block of any shape and size approved by Engr-in-Charge confirming to (IS:15658-2006)of 60mm thick,M-35 grade single layer monolithic high density manufactured by electro vibro hydraulically operated block making machine in equal propotion of grey and coloured tile to make a pattern as directed as in hardstanding,with grey cement, laid tightly over & including 25mm thick dry sand cushion (compacted) andjoints filled with dry sand, colour and pattern as approved by GE, complete all as specified and directed.
7M&L for 100mm thick plain cement concrete 1:2:4, type B-2 using 40mm graded crushed stone aggregates as in hardstanding and footpath (the PCC will be laid with 12mm expansion gap and the gap will be filled up with bituminous joint filler type A), complete all as specified and directed.
8M&L for PCC type C-1, 1:3:6 (using 20mm graded aggregate) as in lintels upto 1.5m clear span, cills, steps, and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60cm height, coping, kneelers, apex stone, bed plates, kerbs not provided for, benching, hold fast, water troughs, bed block and the like including weathering, slightly rounded or chamfered angle and throating including necessary form work complete all as specified and directed
9Providing 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 jointied with cement mortor 1:3 (1 cement 3 carse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever requied, complete all as specified and directed.
10M&L for factory made precast cement concrete covers of M-25 grade cement concrete of size as jointed with cement mortar 1:3 (1 cement 3 coarse sand), wherever required, complete all as specified and directed by Engr-in-Charge.
11S&F for 300 mm bore reinforced cement concrete drain pipe, class NP-2 laid in trenches and jointedwith collars complete, including testing after demolition and beaking up existingpipe of any type, complete all as specified & directed.
12M&L for preparation of new cement concrete surface (kerb stone and similar concrete surface) of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint (ordinary tint) over a coat of primer, complete all as specified and directed
13Excavating in trenches, n.exc 1.5m wide and n.exc 1.5m in depth in sof/loose soil,for foundation, etc, or for shafts, wells, drain pipes n.exc 10 Sqm on plan and getting out, complete, all as specified and directed.
14Returning, filling in, trenches including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick ,complete all as specified and as directed.
15Removing excavated material ,not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting poin, complete all as specified and directed.
16M&L for plain cement concrete 1:2:4, type B-1(using 20 mm graded crushed stone aggregates)as in surface channel and drains including necessary form work, complete all as specified and directed.
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