Tender For Proposed Helipad For Renovation/Construction At Bn Hq Sajik Tampak
Tender Value
71.89 Lakhs
Estimated cost
Bid Submission
25 Sep 2025
0 days left
EMD
1.43 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kakching → Manipur
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Proposed Helipad For Renovation/Construction At Bn Hq Sajik Tampak
BOQ
| Sl. No. | Item Description |
| 1 | SCHEDULE‘A’ PART-I (Renovation of Helipad) |
| 2 | Supplying and Laying, spreading and compacting stone aggregate of 63 mm to 45 mm size stone aggregate at site to WBM pecifications in uniform thickness, hand picking, rolling with 3 wheeled road/ bratory roller 8-10 tonne capacity in stages to proper grade and camber, applying andbrooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 3 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sq |
| 4 | 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. |
| 5 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. |
| 6 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats ) |
| 7 | SCHEDULE \"A\" PART - II (Retaining Wall) |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 11 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 12 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :Raised and cut pointing |
| 13 | Providing and laying cement concrete 1:2:4 in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five levelexcluding the cost of centering, shuttering and finishing: |
| 14 | M&Lfor PCC 1:3:6 type C-1 forweep whole |
| 15 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter |
| 16 | Centering and shuttering including strutting, propping etc. and removalof form forFoundations, footings, bases of columns, etc. for mass concrete |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers |
| 18 | Aggregate cusion for filter 200x200x200 ,40 mm aggregate |
AI Tender Summary
Tender Timeline
Sep 05, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 26, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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