Tender For Construction Of Boundary Wall At Various Locations Including Demolition Of Existing Wall Under Ge (P) Nda.
Tender Value
20 Crore
Estimated cost
Bid Submission
13 Oct 2026
23 days left
EMD
13.25 Lakhs
Bank guarantee accepted
Document Fee
3000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pune → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Boundary Wall At Various Locations Including Demolition Of Existing Wall Under Ge (P) Nda.
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc. but excluding ashlar facings, dressed stone work and precast cement articles and removing debrish from site complete all as specified and directed |
| 2 | M&L for Earth work in excavation by mechanical means (Hydraulic excavator)/Manual means in foundation trenches, drains, shafts, wells, pier holes, manholes, cesspits, laying cable ducts/pipes (not exceeding 1.5 m in width or 10 sqm on plan) and not exc 1.50m in depth in all kind of soil, 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 complete all as specified and directed. |
| 3 | All as per Item No. 2 above but exc 1.5 m but not exc 3.0 m complete all as specified. |
| 4 | M&L for Earth work in excavation by mechanical means (Hydraulic excavator)/Manual means in foundation trenches, drains, shafts, wells, pier holes, manholes, cesspits, laying cable ducts/pipes (not exceeding 1.5 m in width or 10 sqm on plan) and not exc 1.50m in depth in Soft/Disintegrated/Ordinary rock, 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 complete all as specified and directed. |
| 5 | All as per Item No. 4 above but exc 1.5 m but not exc 3.0 m complete all as specified. |
| 6 | M&L for Earth work in excavation by mechanical means (Hydraulic excavator)/Manual means in foundation trenches, drains, shafts, wells, pier holes, manholes, cesspits, laying cable ducts/pipes (not exceeding 1.5 m in width or 10 sqm on plan) and not exc 1.50m in depth in Hard rock (Blasting is prohibited), 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 complete all as specified and directed. |
| 7 | All as per Item No. 6 above but exc 1.5 m but not exc 3.0 m complete all as specified. |
| 8 | M&L Plain Cement Concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation, filling, filling in post holes and mass concrete complete all as specified and directed. |
| 9 | Returning filling in including spreading, levelling, watering and well ramming in layers n.exc 25cm in any kind of soil complete all as specified and directed. |
| 10 | Returning filling in including spreading, levelling, watering and well ramming in layers n.exc 25cm in Soft/disintegrated rock complete all as specified and directed. |
| 11 | S&F Galvanised, 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing's and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured); complete all as specified and as directed. |
| 12 | M&L Preparation of new or previously untreated steel surfaces of any description over 10 cm in width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed. |
| 13 | S&F for 450mm dia concertina razor wire (model BTO 22) consisting of a central core single smooth wire of 2.5mm (+ 0.1mm) dia having ultimate tensile strength of 1670 N/Sqmm, high carbon wire confirming to IS 15-4454 Part-I Grade SM duly hot dipped galvanised with minimum coatinng of 120gm/Sqm and Punched Steel Tape of 0.5mm thick galvanised (minimum coating 120gm/Sqm) made from cold rolled steel sheet as per IS-513 and 0.5mm thick barbs of size 22mm (+ 1mm) x 16mm (+ 1mm) with spacing of 35mm (+ 2mm), the concertina razor wire will be fixed under angle iron neck on top of Boundary wall (any height) with heavy duty Steel Clips as per IS 2062 and epoxy resin coating for anti corrosion complete all as specified and as directed. |
| 14 | M&L for broken glass coping in cement mortar (1:3) on top of walls complete all as specified and directed. |
| 15 | M&L RCC RMC M-25 (Design mix) using 20mm graded stone aggregates in foundations, including raft footings, foundation beams, plinth beams; bases for columns, basement slabs, underreamed piles and mass concrete etc complete all as specified and directed. |
| 16 | M&L RCC RMC M-25 (Design mix) using 20mm graded stone aggregates in Beams, cantilevers, lintels, columns pillars, piers, posts, struts, chullah hoods, stair case, arches, domes, vaults, shell roofs, arch ribs, folded plates, slabs, balconies, canopies, deck slabs etc. complete all as specified and directed. |
| 17 | M&L for 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 in rough finished flat surfaces of concrete complete all as specified and as directed. |
| 18 | M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished square, rectangular or polygonal surfaces of concrete complete all as specified and as directed. |
| 19 | M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc. for flat rough finished surfaces complete all as specified and as directed. |
| 20 | M&L brick work with fly ash modular bricks built in CM 1:6 straight or curved on plan exc 6 mtr mean radius complete all as specified and directed. |
| 21 | M&L Rendering 10 mm thick in cement mortar (1:4) on fair faces of brick or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed. |
| 22 | M&L TMT bars of Fe-500D/Fe-550D grade & above confirming to IS: 1786, 10 mm dia and over, cutting to length, bend to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified and directed. |
| 23 | M&L TMT bars of Fe-500D/Fe-550D grade & above confirming to IS: 1786, 5 mm dia and over upto & including 10mm dia, as in binders, spacers, stirrups including cutting to length, bend to shape as required including cranking, bending spirally for hooping 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. |
| 24 | M&L for Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 25 | M&L for Cutting out bricks, forming toothing for and bonding new into old work including value of new materials entering old walls and jointing and pointing in cement mortar (1:6) complete all as specified and directed. Note: Measured on vertical face in contact with old wall only. |
| 26 | Material and labour for applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 g/litre and UV resistance as per IS 15489:2004, alkali-resistant, fungal-resistant, dirt-resistant exterior paint of required shade (company depot tinted) with silicone additives applied @ 1.43 litres/10 sqm, over and including a priming coat of exterior primer applied @ 0.90 litres/10 sqm on new surfaces, complete all as specified and as directed by the Engineer-in-Charge. |
| 27 | S&F for 110mm bore PVC (SWR) pipes, type 'B' as in weep holes fixed to wall at locations and specings as specified by Eng-in-Charge complete all as specified and directed. |
| 28 | M&L for writing letters or figures (Block, Roman, Italic or Indian) not exc 30cm high complete all as specified and directed. |
| 29 | M&L for boulder pitching grouted with cement and sand mortar (1:6) complete all as specified and directed. |
| 30 | M&L 20mm thick Shalitex rubber expension joint filler board of rubber fixed in joints of vertical post/columns complete all as specified and directed. |
| 31 | M&L rolled mild steel work as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; 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., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. |
| 32 | M&L for Rolled mild steel work as in Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe-290 Gde E-165 complete all as specified and directed. |
| 33 | M&L for PCC (1:2:4), Type B-1 (using 20mm graded aggregates) as in bed plate, block, sesmic and similar bands, parapets and railings up to 60cm height, coping kneelers etc including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 34 | Dismantling wrought iron or mild steel work of any description not otherwise provided complete all as specified and directed. |
| 35 | Mobilisition of mechanical drilling equipment and providing entire arragenement from one hole location and setting of boring / holing as required and as directed by Eng-in-Charge for boring 150mm dia bore holes 5.0m depth through any type of soil or rock strata. The scope of work includes following stages /steps :- Note No. 01: No of trial pit of size 1.2x1.2x3.0m depth away from Bore Hole (both centrally placed) for exploration of security wall. (a) Collection of undisturbed soil sample at 500m interval at any change of strata and transpoting to lab. (b) SBC recommandation for all bore holes at depth size 1.5m, 2.0m, 2.5m etc as required for footings size 1.5m x 1.5m, 1.5mx2.0m, 1.5x2.5m, 2.0 x2.5m and 2.0x3.0m. (c) Conducting necessary test as per relevent IS Code/NBC 2005/ SP 36 on all collected samples which includes the determination of (i) Atterberge limits (ii) Natural Moisture content (iii) Wet and Dry density (iv) Soil Particle size distribution using seive / hydrometer analysis (v) Triaxial shear test with C &O determination (vi) Shrinkage test (vii) Consolidation test (viii) Specific gravity test for sand rock (ix) Crushing strength of rock samples (x) Permeability test (xi) Chemical Analysis of ground water samples (xii) Chemical Analysis |
| 36 | (xiii) Bearing Capacity Calculations(xiv) Swelling index & Swelling pressure in respect of Black cotton soil and its depth, layers to be provided. (xv) Photographic record of geo-exploration as well as testing shall also form part of test report. (xvi) Recommandation as regard possibility of liquefecation of soil in case of saturated or partially saturated loose/ uncompacted sandy soil. (xvii) Depth of ground water table in peak mansoon and peak summer (highest) after correction of result with seasonal variation of water table in the station. (xviii) Recommandation for filling under floors / Beams. (xix) Bore Hole location duly marked on site plan shall form part of scope of item. (xx) Maintening photographic record (Min 3 Photographs per hole) (xxi) Submission of 5 copies of original report of soil investigation alongwith photographic record for approval. Note No. 2: The sealed sample of each bore hole shall be forwarded by Eng-in-Charge duly signed on the envelope of sample with forwarding letter mentioning all the details of bore holes location and other parameters. Accordingly, Soil report shall be prepared and reference of each sample letters shall be mentioned in the report. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysOct 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 30 daysTender Documents
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