Defence Statutory Bodies & Commissions/Committees Closing in 15 days TDR #56925503

Tender For Addition/ Alteration And Special Repair Of Watch Towers P-431 And P-432 At Certain Unit Under Ge (I) Navy Jamnagar

Issued by Statutory Bodies & Commissions/Committees · Jamnagar, Gujarat
Tender Value
43.68 Lakhs
Estimated cost
Bid Submission
27 Aug 2026
15 days left
EMD
87360
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jamnagar → Gujarat
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Addition/ Alteration And Special Repair Of Watch Towers P-431 And P-432 At Certain Unit Under Ge (I) Navy Jamnagar

BOQ

Name of Work:- Addition/ alteration and special repair of Watch Towers P-431 and P-432 at certain unit under GE (I) Navy Jamnagar
Sl. No. Item Description
1Taking down cement plaster of any description on PCC/stone surface/brick surfaces including raking out joints, hacking for key scrubbing down with water etc and removal of entire debris as ordered outside MoD land complete all as specified and as directed.
2Demolition of brickwork/PCC block or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc and removal of entire debris as ordered outside MoD land complete all as specified and as directed.
3Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically provided for in this Schedule and removal of entire debris as ordered outside MoD land complete all as directed.
4Demolition of reinforced cement concrete as in roofs, floors (other than ground floors), beams, staircases, landing, chajjas and similar suspended work (reinforcement cut as required to faciliate demolition) including removal of entire debris as ordered outside MoD land complete all as specified and as directed.
5Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar, including removal of entire debris as ordered outside MoD land complete all as directed.
6Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), stacking serviceable tiles at site and removal of entire debris as ordered outside MoD land complete all as specified and as directed.
7Taking down chowkat or frame with shutters (including fittings & fixtures) area not exc 1.5 Sqm each (without taking off the shutters from the frame) of door/window including cutting holes for taking out hold fasts and making good the same including disturbed portion of jambs, cills, etc complete all as specified and as directed.
8Taking down chowkat or frame with shutters (including grills, fittings & fixtures) area exc 1.5 Sqm but not exc 4 Sqm each (without taking off the shutters from the frame) of door/window including cutting holes for taking out hold fasts and making good the same including disturbed portion of jambs, cills, etc complete all as specified and as directed.
9Surface excavation not exceeding 30 cm deep and averaging 15 cm deep & getting out in any type of soil (i.e. soft/ loose or hard/ dense soil) complete all as specified and as directed.
10Excavating over areas, not exceeding 1.5 m deep and getting out in any type of soil complete all as specified & as directed.
11Excavating over areas, exceeding 1.5 m deep but not exceeding 3 m deep and getting out in any type of soil complete all as specified & as directed.
12Excavating in trenches, not exc 1.5 metre wide and not exc 1.5 metre in depth, for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. laying cables, pipes, etc. not exc 10 Sqm on plan & not exc 1.5m in depth and getting out in soft/ loose soil complete all as specified and as directed.
13Returning, filling in trenches, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soil complete all as specified and directed.
14Earth filling under floors, spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick in soil complete all as specified and directed.
15Removing excavated surplus soil to a distance not exceeding 50 mts and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as directed.
16M&L for broken stone or boulders hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.
17M&L for anti-termite treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured) complete all as specified and as directed.
18M&L for PCC 1:4:8 type D2 (using 40 mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed.
19M&L for PCC 1:2:4, type B2 (using 40 mm graded crushed stone aggregate) as in bed block complete all as specified.
20M&L for cement concrete 1:2:4 type B0, using 12.5mm graded crushed stone aggregate as in roof kerbs, mud stops, coved fillets, padding over roof, cills, steps, copings, kneelers, apex stones, bed plates and the like including weathering, slightly rounded, chamfered angle and throating as directed including use and waste of form work (straight or curved) all exposed surface of concrete finished fair complete all as specified & as directed.
21M&L for cement concrete 1:3:6 type C1, using 20mm graded crushed stone aggregate as in stand posts, thrust blocks, lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, padding over roof and the like including weathering, slightly rounded, chamfered angle and throating as directed including use and waste of form work (straight or curved) all exposed surface of concrete finished fair complete all as specified & as directed.
22M&L for reinforced cement concrete M-30 (Design mix) using 20mm graded crushed stone aggregate as in foundations including rafts, footings, foundation beams, bases for columns, mass concrete and the like complete all as specified & as directed.Note :- Reinforcement & formwork shall be measured and paid for separately.
23M&L for reinforced cement concrete M-30 (Design mix) using 20mm graded crushed stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified & as directed.Note :- Reinforcement & formwork shall be measured and paid for separately.
24M&L for reinforced cement concrete M-30 grade (Design mix) using 20mm graded crushed stone aggregate in chajjas and the like complete all as specified & as directed.Note :- Reinforcement & formwork shall be measured and paid for separately.
25M&L for reinforced cement concrete M-30 grade (Design mix) using 20mm graded crushed stone aggregate in beams, cantilevers, bressummers, lintels over 1.5m span and the like complete all as specified & as directed.Note :- Reinforcement & formwork shall be measured and paid for separately.
26M&L for reinforced cement concrete M-30 (Design mix) using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts, struts and the like complete all as specified & as directed.Note :- Reinforcement & formwork shall be measured and paid for separately.
27M&L for reinforced cement concrete M-30 (Design mix) using 20mm graded crushed stone aggregate as in Fins, fascias, louvres, parapets, and railings exc. 60cm in height, newels, balustrade, and the like complete all as specified & as directed.Note :- Reinforcement & formwork shall be measured and paid for separately.
28Supply only Liquid Water Proofing Compound (ISI Marked).
29M&L for brick work with old size Fly Ash bricks, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:4 complete all as specified and as directed.
30Cutting chases in brick/ stone wall, pinning in, making good to facing where required and plastering in CM 1:4 to ends of edges of landing, steps, cills, lintels etc and cutting chases exceeding 10 cm but not exceeding 20 cm girth for concealed water tubing and similar works and making good cutting as per its original specfication complete all as directed.
31Formwork 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 for rough finished flat surfaces of concrete complete all as specified & as directed.
32Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc., vertical or to batter for rough finished flat surfaces of concrete complete all as specified & as directed.
33Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizontal or sloping) for rough finished flat surfaces of concrete complete all as specified & as directed.
34Formwork to chullah hoods, chajjas, troughs and similar items including edges for rough finished flat surfaces of concrete complete all as specified & as directed.
35Formwork to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for rough finished flat surfaces of concrete complete all as specified & as directed.
36Formwork to sides of pillars, posts, struts, piers, columns and stanchions, square, rectangular or polygonal for rough finished flat surfaces of concrete complete all as specified & as directed.
37S&F Second class hard wood kiln seasoned, plain, solid, straight chowkats and frames, wrought, framed, rebated on the solid, rounded or chamfered, put together with glue, pinned at joints and fixed in position complete all as specified and as directed.
38S&F factory made 35 mm thick second class hard wood glazed and skeleton door shutter open rebated and prepared to receive glass, guage etc edges of framing plain chamfered or rounded fitted with cut and mitred beads for securing guage etc size of members of shutter as specified in SSR Part I Section 8 clause 8.24 (a), kiln seasoned and chemically pressure treated, supplied and fitted to chowkats, complete all as specified and as directed.
39S&F factory made 35 mm thick second class hard wood plain framed panelled door shutter (any number of panels) with lock rail and panel of 9 mm thick BWP commercial ply or 12mm thick veneered particle boards with commercial veneering on both face the size of rail and style as per IS - 1003 (Part I) kiln seasoned and chemically pressure treated and fixed to chowkats complete all as specified and as directed.
40S&F solid PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplying & fixing in opening as per specification & drawing, complete all as specified & as directed.
41S&F Factory Made Solid PVC Moulded Door Shutter with wood free EPS, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, supplying & fixing in frame at site as per specification & drawing complete all as specified & as directed.
42S&F 150 mm long aluminium, anodised, barrel tower bolt (ISI marked) of extruded section and fixed.
43S&F 100 mm size stainless steel butt hinges (ISI Marked), medium weight.
44S&F 150mm size extruded aluminium alloy handles (ISI Marked), fabricated type, anodised and fixed.
45S&F 300 mm long aluminium alloy, anodized, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy complete all as specified and as directed.
46S&F mild steel 300mm ordinary rat tail rod pattern spring including roller and roller plate, complete all as specified & as directed.
47S&F 80mm long aluminium anodized floor door stopper double legged with rubber shoe, fixed to bottom rail of door as directed.Note :- Door stopper shall be conforming to the sample kept in GE’s office.
48S&F in repairs stainless steel drapery rod of 25mm dia (in lengths as directed) with & including stainless steel decorative SS bulb type finial at both ends / SS end socket and pair of stainless steel brackets fixed at both ends with PVC rawl plug & steel screws (65mm long) on walls/beam complete all as specified & as directed.
49S&F galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks or galvanised wire staples complete all as specified and as directed.
50S&F mild steel work as in chimney bars (straight or camber), bearing bars, tongues or water bars for window frames, window guard bars, plain, let in and fixed independently in wooden frames, L or T section supports for shelves etc. and similar articles conforming to Fe-290 Gde E-165 complete all as specified & as directed.
51S&F mild steel 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, framed signed boards, walk ways, railings, framework of water tanks and similar work including welding conforming to Fe.290 (Gde E-165), complete all as specified & as directed.
52S&F mild steel bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required hooks (stay), heavy, for large gates, hook and pintle hinges, large hasps and staples, chains, hand made sliding bolts, clamps, hold fasts, wall ties, hooks for hanging fans, plain angle cleats for securing purlins to wood trusses or rafters, knee piece inserts, two way and three way straps, plate washers and similar small articles conforming to Fe-290 (Gde E-165) complete all as specified and as directed.
53M&L for mild steel TMT bars 10 mm dia and over cut to length, bent to shape required, including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified & as directed.
54All as per serial item No. 53 here-in-before but bars 6 to 8 mm dia.
55All as per serial item No. 53 here-in-before but 6 to 10 mm dia in stirrups, spacers and binders.
56S&F rolled mild steel sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, steel ladders etc fixed with angle cleats or other connecting plates etc conforming to Fe-290 (Gde E-165) complete all as specified and as directed.
57S&F aluminium powder coated (minimum thickness of powder coating 50 micron) frames for doors, windows and ventilators with one or more rebates including joining cleat for fixing, powder coated aluminium snap on beading, neoprene gasket etc. complete all as specified and as directed.
58S&F aluminium powder coated (minimum thickness of powder coating 50 micron) window and ventilator shutter, side hung type without sash bar, aluminium section weighting 0.90 kg/m including necessary jointing cleats, louvers, glazing clips, rubber packing, powder coated aluminium snap beading, screws, powder coated aluminium fittings such as peg stays 150mm long (1 No.), hinges type B-21 100mm long (2 Nos.), suitable handle (2 Nos.) etc. complete all as specified and as directed.Note: Glass/Wire mesh shall be measured and paid for seperately. Please Enable Macros to View BoQ information
59S&F aluminium powder coated (minimum thickness of powder coating 50 micron) window and ventilator shutter, side hung type without sash bar, aluminium section weighting 0.90 kg/m including necessary jointing cleats, louvers, glazing clips, rubber packing, powder coated aluminium snap beading, screws, powder coated aluminium fittings such as peg stays 150mm long (1 No.), hinges type B-21 100mm long (2 Nos.), suitable handle (2 Nos.) etc. complete all as specified and as directed.Note: Glass/Wire mesh shall be measured and paid for seperately. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56925503
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 43.68 Lakhs
LAST DATE 27-08-2026
Authority
Authority Name Military Engineer Services
Work Description Tender for Addition/ Alteration And Special Repair Of Watch Towers P-431 And P-432 At Certain Unit Under Ge (I) Navy Jamnagar
Basic Detail
Tender No 8984/VAL/E8
Bidding Type Tender
Location
City Jamnagar
State Gujarat
Key Dates
Publish Date 08 Aug 2026
Submission Date 27 Aug 2026
Open Date 29 Aug 2026
Finance
Tender Value 43.68 Lakhs
Tender Fee 500
EMD 87360
Exemption Available
Document List
8984TENDER.pdf
b814dbc7-26e3-4f0a-ad07-79759462d403.html
BOQ_877899.xls
Tendernotice_1 (7).pdf

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Tender Timeline

Aug 08, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 15 days
Aug 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 17 days

Tender Documents

Download All (ZIP) ↓
pdf

8984TENDER.pdf

html

b814dbc7-26e3-4f0a-ad07-79759462d403.html

xls

BOQ_877899.xls

pdf

Tendernotice_1 (7).pdf

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