Tender For Provn Of Road Around Uav Hangar At Nswttc At installation Mandovi
Tender Value
38.85 Lakhs
Estimated cost
Bid Submission
09 Jul 2026
1 days left
EMD
77000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Road Around Uav Hangar At Nswttc At installation Mandovi
BOQ
| Sl. No. | Item Description |
| 1 | Excavating over areas, n exc 1.5 m deep in soft/loose soil and getting out complete all as specified. |
| 2 | Removing excavated material exc 250 m and nexc 500 m depositing where directed complete all as specified and directed. |
| 3 | Rolling and consolidating formation surfaces exc 8 tonne n.exc 12 tonne complete all as specified and directed. |
| 4 | Material and labour for 20cm thick Soling (or sub base) with broken boulders or quarried stone, inter slices filled, surface formed and rolled and consolidated to required gradient and camber |
| 5 | Material and labour for 15cm thick (compacted thickness) WBM, with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified. |
| 6 | Material and labour for applying evenly a tack coat/priming coat with bituminous primer at 10 Kg per 10 Sqm using paving bitumen (VG -10) with mechanical sprayer over WBM surface complete all as specified and directed. |
| 7 | Material and labour premix bituminous macadam up to 75mm thick (consolidated thickness) laid/rolled and compacted to required gradient and camber using binder content of paving bitumen (VG-30) @ 4% by weight of total mix complete all as specified and directed. |
| 8 | Material and labour for applying evenly a tack coat/priming coat with bituminous primer at 5 Kg per 10 Sqm using paving bitumen (VG -10) with mechanical sprayer over black top surface complete all as specified and directed. |
| 9 | Material and labour Bituminous premix semi-dense asphaltic concrete (SDAC) 40mm consolidated thickness with 5.5% paving bitumen ( VG-30) as binder content by weight of total mix using hot mix plant and mechanical paver as approved by the GE, rolled and compacted using 8 to 10 Ton vibrator power roller to required camber and gradient complete all as specified and directed. Note : (i) Job mix formula for the semi dense asphaltic concrete shall be obtained from the institutes specified in the particular specifications. (ii) In case, as per actual design mix, the binder content by weight of total mix is less than 5.5%, price adjustment shall be made as per average rate of all the purchase vouchers for bitumen pertaining to the work under this contract. If total binder content as per design mix is more than 5.5%, no price adjustment shall be made for the same. |
| 10 | 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 |
| 11 | Material and labour for preparing bituminous surfaces of road and marking 2.5 mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc. 10 cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. |
| 12 | Material and labour for 100 mm cement concrete type C- 2, 1:3:6 (40mm graded aggregate) as in sub base complete all as specified. |
| 13 | Material and labour Sand filling under floors or in foundations including watering and consolidation |
| 14 | Material and labour for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 100 mm thickness, M-50 Grade (Rubber Moulded) |
| 15 | Excavation in trenches n exc 1.5 deep and n exc 1.5m wide in soft/ disintegrated rock for foundations etc and getting out |
| 16 | All as per item No.16 above but depth exceeding 1.50 m and n exc 3.00 deep complete all as specified and directed. |
| 17 | Returning filling in including spreading, leveling watering and well ramming in layers nexc 25cm in soft/disintegrated rock |
| 18 | Material and labour for plain cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations and filling complete all as specified and directed. |
| 19 | Material and labour precast cement concrete type C-1, 1:3:6 (using 20mm graded aggregate) block masonry with solid blocks exc 10 cm in width and setting in cement mortar 1:6 complete all as specified and directed.. |
| 20 | Material and labour for Rendering 10 mm in CM 1:6 on internal surface of concrete or block masonry surface and finishing the surface even and smooth without using extra cement complete all as specified and directed.. |
| 21 | Material and labour for PCC (1:2:4) Type B-1, Plain cement concrete with using 20mm graded aggregate in lintels up to 1.5 m clear span, copings, bed plates, cills, steps: seismic and other similar bands, plinth course, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, complete all as specified and directed.. |
| 22 | Material and labour for concrete bed to drain pipe of 150mm dia including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete type C2 (1:3:6) |
| 23 | Supply and fix PVC (SWR) type 'A' pipes 110 mm single socketed, in any length with rubber ring joints, laid in trenches or in floors |
| 24 | Material and labour for pre cast cement concrete (1:2:4) Type B1, using 20mm graded crushed stone aggregates in cover slabs, set in cement mortar 1:4 with plain faces, complete all as specified and directed.. Note: - Reinforcement steel shall be measured and paid separately under appropriate item of Schedule 'A'. . |
| 25 | Supply and fix mild steel TMT bars 6 mm to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.. . |
| 26 | Material and labour for cement concrete (1:2:4) Type B1, using 20mm graded crushed stone aggregates in surface channels and drains complete all as specified and directed. |
| 27 | Supply and fix 450mm dia reinforced concrete pipes, class NP3, laid and jointed complete with collars, laid in trenches or in floors Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 09, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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