Tender For Providing Of Retaining Wall At Bldg No P-369 & P-34 And Certain Minor Work At Masimpur Mil Stn
Tender Value
46.50 Lakhs
Estimated cost
Bid Submission
14 Sep 2026
17 days left
EMD
93000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Cachar → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Of Retaining Wall At Bldg No P-369 & P-34 And Certain Minor Work At Masimpur Mil Stn
BOQ
| Sl. No. | Item Description |
| 1 | B & R Division Items |
| 2 | Demolition cement concrete (un reinforced) of any description in ground floor n. exc 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 3 | Surface dressing n exc 15 cm deep and getting out in soft / lose soil complete all as specified |
| 4 | Excavation over areas n.exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed. |
| 5 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. |
| 6 | Returning filling in including, spreading, levelling, watering and well ramming in layer n.exc 30 thick all as spd |
| 7 | Removing of surplus soil not exceeding 50 m and deposited where directed at a level not exceeding 1.50m above the starting point all as specified. |
| 8 | Removing excavated material exc. 250m but n exc. 500 m and depositing where directed all as specified and directed. |
| 9 | Excavating in post holes (or similar holes ) each n.exc. 0.5 cum getting out returning filling in and ramming earth or broken rubble mixed with earth round in layers n.exc. 25 cm in soft/loose soil complete all as specified & as directed. |
| 10 | M&L for Hardcore broken stone of gauge n exc 63mm deposited spread and levelled in layers n exc 15cm thick watered and rammed to a true surface complete all as specified and directed. |
| 11 | M&L for Hand packing of stone boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level all as spd. |
| 12 | M&L for PCC 1:4:8 type D-2 using 40 mm graded broken stone as in foundation, filling and mass concrete complete all as specified. |
| 13 | M&L for Plain cement concrete type C-2 1:3:6(40mm graded crushed stone aggregates) in foundation filling and mass concrete complete all as specified & as directed . |
| 14 | Extra for forming fair finished drains or channels 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed. |
| 15 | M&L PCC 1:3:6 type B1 (20mm grade stone agg) use in surface channel and drain complete all as spd and directed. |
| 16 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregates as in copings including formwork etc Complete all as specified and directed |
| 17 | M&L for 150mm thick PCC 1:2:4 type B-2 using 40 mm graded stone aggregates as in base of floor Complete all as specified and directed |
| 18 | M & L for Precast reinforced cement concrete (1:2:4) type B0 using 12.50mm graded aggreagate as in louvres and jallies (set in cement mortar 1:4) 25mm thick measured solid including all mouldings necessary formwork complete all as specified and directed. |
| 19 | M & L for precast PCC bond stone of (1:3:6) type C1 using 20 mm graded stone aggregates) for retainning wall ,abutment and similar works (set in cement mortar 1:4) including necessary formwork Complete all as specified and directed |
| 20 | M&L for Walling of random rubble ,coursed in retainning walls,abutments and similar works regular coursed,well bonded,bedded and solidly hearted,built in cement mortar(1:6) with lime/sand stone and PCC (1:3:6) type C1 precast bond stone (inlieu of stone bond stone ) set in cement mortar (1:6) brought upto courses Complete all as specified and directed Note :- (i) Precast PCC Bond stone shall be measured and paid separately against relevant item(ii) RR Masonary will be measured after deducting PCC Bond stone |
| 21 | M&L Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.40 mm to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses |
| 22 | M&L for raised pointing to random rubble, coursed or uncoursed in CM (1:3) Complete all as specified and directed |
| 23 | M & L for PVC (SWR) pipes 75 mm bore single socketed, in any length with rubber ring joints fixed to wall complete all as specified and directed |
| 24 | Use and waste formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finished flat surfaces of concrete complete all as specified and as directed. |
| 25 | Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surfaces of concrete all as specified and directed. |
| 26 | Use and waste formwork to sides and soffits of floor or roof beam, beam hunching, girder, lintels, cantilever, shelves including supports etc for rough finished flat surfaces of concrete complete all as specified and directed |
| 27 | Material and labour for Reinforced Cement Concrete M-25 (design mix) using 20 mm graded aggregate as in foundation including rafts, footings, foundation beams, plinth beams, bases for columns etc complete all as specified and directed. |
| 28 | Material and labour for Reinforced Cement Concrete M-25 (design mix) using 20 mm graded aggregate as in column, pillars, piers, posts, and struts complete all as specified and directed. |
| 29 | Material and labour for Reinforced Cement Concrete M-25 (design mix) using 20 mm graded aggregate as in beams, cantilever, lintels over 1.5m complete all as specified and directed. |
| 30 | M & L for Mild Steel TMT Bar 10mm dia and over, cut to length bend to shape as required including cranking, hooking etc and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. |
| 31 | M & L for Mild Steel TMT Bar 6mm dia and over up to 10 mm dia as in stirrups, spacers and binders as required including cranking, hooking etc and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed |
| 32 | M & L for brickwork with subclass 'B' or locally available best quality old size bricks, straight or curved on plan exc 6 m mean raduis, built in CM (1:6) complete all as specified and directed. |
| 33 | M & L for Rendering/plastering, 15 mm thick (10mm+5mm) in two layers in cement mortar (1:4) on any face of brick walls or concrete surfaces, using WPC, surfaces finished finished even and smooth without using extra cement complete all as specified. (Note :WPC measured separately). |
| 34 | Supply only integral water proofing compound WPC complete all as specified. |
| 35 | M & L Providing and laying 60mm thickness factory made precast concrete interlocking paver block of M-35 grade any size and shape confirming to IS 15658-2006 with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and incl 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified & as directed.Note : Item of Sand filling will be paid seperatly in relevant item. |
| 36 | M&L for Mild steel angle, flat work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc., flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting etc. conforming to Fe -290-GdeE-165 complete all as specified & as directed. |
| 37 | Supply and fixing MS round plain bars 10 mm dia ( Fe-410W (Gde E-250) Quality -A ) as in tie rod cut to length bend to shape as required for fixing of chain link fencing complete all as specified & as directed. |
| 38 | Supply and fixing 10 mm dia MS screw bolts (machine made ) with hexagonal or square heads at one end & screwed the other or screwed both ends ,each screwed end to be fitted with washers & one hexagonal or square nut length of bolt n exc 5 cm long complete all as specified & as directed. |
| 39 | Supply only chain link MS galvanised fencing complete all as directed. |
| 40 | Fixing chain link fencing incl line wires any mesh size & type to any type of standards rails, straining bolts etc including provision of binding wire complete all as directed. |
| 41 | S&F for galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing's and straining and fixing to any type of standard rails, straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc. complete all as specified & as directed (each line wire to be measured). |
| 42 | S&F concertina coil(reinforced punched barbed tape single layer)fixed on'Y' shaped angle over security fencing complete all as specified and directed. 1. Diameter of concertina coil: 600 mm 2. Number of turns in concertina: 50 to 53 turns. 3. Weight of each coil- 9.5 to 10 kg. 4. Coverage per coil- 6 Rm. 5.Central core wire - Made of high tensile spring steel core wire conforming to IS-4454 duly hot dipped galvanized (conforming to IS-2629) with diameter 2.59 + 0.05 mm, UTS 145-160kg/sqmm, zinc coating 250-300 gms/sqm. 6. Strip: Electro galvanised steel strip 0.5mm + 0.02mm thick ,width 19mm (before wrapping on central core wire) conforming to IS 1573 ,zinc coating -120gms/sqm and bituminized dipped ,width of barbes 11.5mm ,pitch of barbes 25.4mm+0.20mm. 7.Clips : AISI 304-1.5mm thick C and U clips.'C' special type for fixing coil and RBT wire joining. 8. No of clips 125 for each coil. 9. Handle and spikes to be provided as required. (Note :- Running length of the fencing shall be measured for payment purpose) |
| 43 | Material and labour for preparation of new or previously untreated wall surfaces and applying two coats of cement based paint using roller over a coat of cement primer complete all as specified and directed. |
| 44 | Material & Labour for preparation of new plastered surface applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm using roller complete all as specified and directed. |
| 45 | M&L for preparation of new steel surfaces of any description over 10 cm in width or girth not otherwise described and two coat of synthetic enamel paint over one coat of red oxide complete all as specified and as directed. |
| 46 | M&L for preparation of steel surfaces of any description n exc10 cm in width or girth not otherwise described and two coat of synthetic enamel paint over one coat of red oxide complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysSep 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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