Tender for Military Engineer Services - NTID 31489412
Military Engineer Services
Khumbathang, Jammu and Kashmir, India
NTID 31489412
- Opening Date : Sat 29th April, 2023
- Closing Date : Fri 28th April, 2023
- ₹ 0.00
- NTID 31489412
Provn Of Hard Standing Infront Of Veh Repair Sec At 145 Fd Wksp Coy Eme, Achinathang In The Aor Of Age B/r-ii Khaltsi Under Ge Khumbathang
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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EMD
34500.00 -
Document Cost
500.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 8 | Total Qty : 468.7
# | Item | Quantity | Units |
---|---|---|---|
1 | Excavation over area not exceeding 1.5 m depth and getting out in hard/ dense soil, complete all as specified and directed by Engr-in-Charge. | 101.50 | Cum |
2 | Removing excavated material exc 50 m but n.exc 250 m and depositing depositing where directed at a level not exceeding 1.5 m above the starting point, complete all as specified and directed by Engr-in-Charge. | 101.50 | Cum |
3 | M&L for 100mm thick (compacted thickness ) hard core with broken boulders or quarried stone of gauge 63mm to 100mm, spread and leveled interstice filled, surface watered and well rammed in true surface till satisfaction of Engineer-in-Charge. complete all as specified and directed by Engr-in-Charge. | 50.75 | Cum |
4 | M&L for PCC 1:5:10 type E-2 (using 40 mm graded crushed stone aggregate) as in foundation, flooring, PCC path, sub base and surface finished even and fair with out using extra cement all as specified and as directed. | 50.75 | Cum |
5 | M&L for 200mm thick air entrained PQC (Pavement quality concrete) work in road/hard standing of minimum flaexural strength 45 Kg/Sqcm (lower control limit) LCL after 28 days of pavement of slab using minimum 400 Kg OPC Grade-43 per Cum with not exceeding 19mm graded crushed stone aggregate confirming to IRC 15, including utilizing of plasticizer @ 0.8% - 1% of weighing of cement content or as per manufacturer instruction, mixed in batching plant transported to site, laid in panels spread and compacted with mechanical table vibrator, finishing the surfaces by belting and brooming without using extra cement etc. including necessary form work complete all as specified and as directed. Note:- (a) Flexural strength shall be established by beam test and design mix formula should be compatible to IRC-44-2017 (b) All types of joints shall be measured and paid separately under respective item of BOQ. (c) Cost of any admixtures required to achive the desired properties of PQC shall be deemend to be included in the unit rate | 101.50 | Cum |
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