Defence Statutory Bodies & Commissions/Committees Closing in 12 days TDR #56240728

Tender For Special Repair To Bldg No P-648 And Rw At Mil Stn Sgnr

Issued by Statutory Bodies & Commissions/Committees · Ganganagar, Rajasthan
Tender Value
Ref. Documents
Estimated cost
Bid Submission
21 Jul 2026
12 days left
EMD
95240
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ganganagar → Rajasthan
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender For Special Repair To Bldg No P-648 And Rw At Mil Stn Sgnr

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 09-Jul-2026 Amendment in BOQ BOQ 21-Jul-2026

BOQ

Name of Work:- SPL REPAIR TO BLDG NO P-648 AND RW AT MIL STN SGNR
Sl. No. Item Description
1Demolition of cement concrete (unreinforced ) in roof padding of any description and in any position/old existing felt/plaster/tiles etc including removal of old demolished material out of defence land complete all as specified and directed.
2M&L for levelling course for roof slab, PCC type B0, 1:2:4 (using 12.5 mm graded aggregates) using water proofing compound (SBR) and maintaining proper roof slope and finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed. (Minimum thickness of concrete should not be less than 50 mm at any point). Note : Waterproofing compound should be measured and paid seperatley.
3Supply of SBR waterproofing compound @ 2% of per kg cement used complete all as specified and directed.
4OVERLAY- PU BASED ELASTOMERIC LIQUID MEMBRANE SYSTEM FOR EXPOSED ROOF :- Providing and applying polyurethane liquid roof waterproofing with improved water ponding capability, thermal insulating elastomeric high build liquid membrane for concrete roofs for exterior wall and exposed surface with solid content not less than 80% and solar reflective index 109 as per (ASTM E-1980-19)/tear strength-20 N/mm (Free film, 14 days + 30 degree C) (ASTM D624) and tensile strength>- 2 N/mm2 (ASTM D4541). (a) After proper surface preparation, apply one coat of primer for PU coating as per manufacturers specificaiton. (b) Apply 1st coat of ShailUrethane(R)BTD (white) @ 650 gm/m2 (minimum) or equivalent by brush/roller white prime surface is tacky, spread waterproofing reinforced glass fiber mash of 45 GSM with overlaps of 50 mm in both directions when the surface is still tacky. Allow 1st coat to dry. (c) Apply 2nd & 3rd coat of ShailyUrethane(R)BTD (white) @ 650 gm/m2 (minimum) or equivalent by brus/roller. Make : Fosroc/Sika/Choksey/Chemsol/Bostik/TP.Note (i) The mimium dry film thickness (DFT) of roof treatment shall be 1.5mm if any shortfall in thickness of above treatment the same shall be achieved by additional coat. (ii) The procurement of material and execution of material and execution of the work of water proofing treatment shall be carried out by authorised applicator approved by GE. (iii) The manufacturer/authorised applicator shall give a warranty for the performace & durability for 10 years.
5M& L for benching with PCC (1:2:4) type B0 (using 12.5mm stone aggregates) using WPC along side wall adjoining to roof in concave shape, roof kerbs or mud stops rounded or chamfered complete all as specified and directed.
6Dismantling stone slabs of any description or thickness in floors, apron etc laid bedded and pointed in any mortar complete all as specified and directed.
7M&L for Machine cut kota stone slab flooring, cills 20-25mm thick over and including 15mm screed in CM 1:6 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete all as specified and directed.
8M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and no pigment including 25 mm thick sand cushioning complete all as specified and directed.
9M&L for hardcore of gauge n. exc. 63mm deposited spread and leveled in layers n. exc. 15cm thick , watered and rammed to a true surfaces of broken stone or boulders complete all as specified and directed.
10M & L for 100 mm thick Cement concrete type D-2 1:4:8 (40 mm graded aggregate) as in sub base complete all as specified and directed.
11M & L for 75 mm thick PCC 1:4:8 type D-2 (40 mm graded aggregate) as in sub base complete all as specified and directed.
12M&L for 25 thick cement concrete flooring type B-0 1:2:4 (12.5 mm graded stone aggregate) complete all as specified and directed.
13M&L for 9-10mm thick vitrified Double charged/Ultracharged ceremic tiles (square / rectangular) area of each tile (size 1200 X 600mm) exceeding 0.42sqm but not exceeding 1.0 Sqm in floors etc., set and jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tiles including 15 mm thick screed bed or bedding layer of cement mortar 1:4 for laying floor finish even & fair complete all as specified and directed.
14All as per Srl item No. 13 here in before but on vertical surfaces/skirting dados etc over 10mm rendering in CM 1:4 finished even and fair, complete all as specified and directed.
15M&L for non skid coloured ceramic tiles 7 to 8 mm thick area of each tile exceeding 0.11 sqm but not exc 0.18 sqm laid in floor set and jointed in cement slurry including 15 mm thick screed bed or bedding layer of cement mortar 1:6 for laying floor finish even & fair and pointed in white cement mixed with pigment to match the shade of tiles complete all as specified and directed.
16M&L glazed ceramic coloured tiles, (600x300)x7mm thick as on vertical surfaces like dados or skirting over and including 10mm thick rendering in CM 1:4, set & jointed in neat cement slurry and pointed in white cement mixed with pigment to match the shade of tiles complete all as specified and directed.
17Demolition of RCC of any description such as Kitchen chimney, chajja, shelves, OHT Tanks. etc and in any position not other wise specially provided for complete all as specified and directed.(Note : Reinforcement cut as required to facilitate demolition)
18M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
19S&F for TMT bars 5mm dia. and over up to and including 10 mm dia. in stirrups, cut to length, bent 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 0.90 mm dia complete all as specified and directed.
20Use and waste of form work torough finished surfaces of soffits of suspended slab such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick complete all as specified and directed.
21Form work to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 5cm but n exc 10cm wide rough finished complete all as specified and directed.
22Taking down Cement plaster including raking out joints hacking for key scrubbing down with water etc complete all as specified and directed.
23M&L for rendering 15 mm thick in cement mortar 1:6 on fair face of brick work of walls, finished even & smooth without using extra cement, complete all as specified and directed.
24M&L for rendering 15 mm thick in cement mortar 1:4 (10mm thick rendering in first layer and 5 mm thick rendering in second layer)on fair face of brick work of walls, mixed with water proofing compound (ISI marked) @ 3% by weight of cement or as per manufacturer’s instructions, finished even & smooth without using extra cement complete all as specified and directed.(Note : - Supply only water proofing compound shall be measured and paid for separately.)
25Supply only integral water proofing compound, ISI Marked complete all as specified and directed.
26M&L for rendering 5 mm thick in cement mortar 1:3 on concrete surfaces in ceiling, finished even & smooth without using extra cement, complete all as specified and directed.
27M&L for prepration of New plastered Internal wall surface complete applying the following :-(a) Applying two coat 1.5 mm wall care putty on wall surface and smoothening the surfcae with sand papers / Mechanised sanding etc prepatory to paint as directedcoomplete all as specified(b) Applying one coat of internal Wall Primer by using Roller over complete all as specified(c) Applying two coat of Interior Acrylic Emulsion Roller over complete all as specified Note : Contractor may use manual scraping tools for complete removal and surface prepration with prior approval of Engr-in-chrge in case of places where using of Mechanical equiment are not posiible
28M&L for prepration of New plastered External wall surface complete applying the following :-(a) Applying two coat 1.5 mm wall care putty on wall surface and smoothening the surfcae with sand papers / Mechanised sanding etc prepatory to paint as directedcoomplete all as specified(b) Applying one coat of Exterior Wall Primer by using Roller over complete all as specified(c) Applying two coat of Exterior Acrylic Emulsion using Roller over complete all as specified Note : Contractor may use manual scraping tools for complete removal and surface prepration with prior approval of Engr-in-chrge in case of places where using of Mechanical equiment are not posiible
29M&L for prepration of New plastered ceiling surface complete applying the following :-(a) M&L 1.5 mm wall care putty in two coats on ceiling surface and smoothening the surfcae with sand papers / Mechanised sanding etc prepatory to paint as directed complete all as specified.(b) M&L two coat of interior acrylic emulsion over a coat of chalk whitening priming by using Airless spray / Roller over complete all as specified and directed.
30M&L for Obliterating old writing of any description, n exc 0.1 sq. m, with paint to match existing work etc complete all as specified and directed.
31M&L for Writing letters or figures with fluorecent paint ( Block. Roman, Italic or Indian) n exc. 30 cm high etc complete all as specified and directed.
32Dismantling of brickwork built in cement mortar of any description complete all as specified and directed.
33M&L brick work with sub class B bricks straight or curved on plan exceeding 6 mtr mean radius in cm 1:6 etc. complete all as specified and directed.
34M&L half brick work with sub class B bricks straight or curved on plan to any radius in cm 1:4 etc.complete all as specified and directed.
35Taking down rain water pipe and eaves gutters (any size and pattern) including all fittings heads shoes bends swan necks etc including cleaning or refixing or removal to store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and directed.
36Supply & fixing 110mm bore PVC pipes grade 'B' single socketed in any length with rubber ring joints, fixed along walls with and including suitable size clamps/brackets (interval of 1m and pipe keeping 100mm away from wall ) of suitable size fixed with fasteners/nut bolts, joints fixed with pipe joint lubricant complete all as specified and as directed by Engineer-in- charge.Note:- Bracket, clamp, nut bolt, fastner, slotted channel etc shall be made of deep drawn low carbon steel material with hot dip zinc aluminium flake coated and fixed all as shown on BTD drawing cost for same shall deemed to be included in the quoted unit rate and nothing extra shall be admissible on this account complete all as specified and directed.
37S & F 110 mm bore of pipe PVC bends of any radius / shoe fixed to PVC pipes complete all as specified and directed.
38Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed.
39M & L for 75mm thick cement concrete type C-2, 1:3:6 using 20mm graged aggregate as in plinth protection laid in panels including filling joints complete all as specified and directed.
40M&L for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less complete all as specified and directed by Engineer in Charge (Note : Concrete work to be laid in bays n exc 3.00 m length/width and laid in alternate ways, grroves should be filled with bitumen and sand in 1:3) complete all as specified and directed.
41Supply only metallic floor hardner (as approved by GE) complete all as specified and directed.
42M&L for glass dividing strips, 3 mm thick 28 mm width in PCC flooring complete all as specified and directed.
43Dismantling Asbestos cement ( corrugated, semicorrugated ,etc.) sheets in roof coverings complete all as specified and directed.
44Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.
45Excavating in post holes in soft/loose soil (or similar holes) each n exc 0.5 cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface complete all as specified and directed.
46M&L PCC 1:2:4 (40mm graded stone aggregate) type B2, in foundation of posts and struts complete all as specified and directed.
47M&L for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I.S 1161-1979 grade St. 240 complete all as specified and directed.
48M&L mild steel work as in framed work i.e. Angle iron/flat iron including caps , bases, splices, all lattice bars, cutting tops to shape, drilling holes, notching for wire etc conforming to Fe-290 grade E-165 complete all as specified and directed.
49M &L for MS work as in wind tie for roof including securing bolt or any other work incl cutting, drilling holes and similar works conforming to Fe 290 Gde e-165 etc complete all as specified and directed.
50S&F Pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed.
51All as per item No. 50 above but with plain sheet fix in ridge complete all as specified and directed.
52S&F mild steel screw bolts (machine made) with hexagonal or square head at one end, screwed end to be fitted with washer and one hexagonal/ square nut not exceeding 5cm long complete all as specified and directed.
53S & F for Rolled mild steel in plates ( plain or chequered ) channels, square cut or notched ( ordinary and counter sunk) forming holes , without any attachment conforming to Fe-290 grade E-165 complete all as specified and directed.
54M&L two coats of synthetic enamel over a coat of red oxide primer exc 10 cm width /girth on new steel surfaces including preparation of surfaces complete all as specified and directed.
55Dismentling wall and ceiling boards ( fibre, pulp, insulation ,etc. ) or insulation boards/slabs/blankets, any thickness, including cover fillets complete all as specified and directed.
56S&F for Hangers 3mm dia GI (upto 1200mm length) adjusting level fixed to roof slabs by means of ceiling cleats made out of GI flat 40 x 3 mm size 60mm long as in hook and expansion hold fasteners 12.5mm dia 40mm long complete all as specified and directed.
57Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediatechannel with connecting clips across the intermediate channel at 457 mm centre to centre complete all as specified and directed.
58Providing and fixing 12mm thick Seamless calcium silicate ceiling made out of 1800 x 1200 mm size board of siliceous and calcareous material reinforced with ellulose fibre fixed to the ceiling section with 25 mm long self drilling and tapping screws having phillips head with under head cutter at 200 mm centre to centre, including finshing the joint of face board with specially formulated jointing compound and 48 mm wide fibre tape to provide seam less finish (Frame work for ceiling shall be measured and paid separately) complete all as specified and directed.
59S&F in repair colour coated stainless steel with matt or Glossy finish rolling shutter exc 10 sqm not exc 20 sqm each side motor (copper wiring) of single phase of power 370W,220 V, Frequency- 50Hz,Speed-4.8r/mi,lifting capacity of 600 Kg and above (as per site requirment) with push button remote of as per sample including Safety lever locks, channel guide shall be fixed with PCC 1:2:4, mild steel all types other accessories etc (conforming to IS 6248) complete all as specified and directed.Note : (i) Warranty card to be provided by the contractor.(ii) Taking down of old existing rolling shutter is included and shall not be paid separately.
60Excavation in trenches not exceeding 1.5 Mtr wide and not exceeding 1.50 Mtr in depth for foundation, etc., not exceeding 10 Sqm on plan in soft /loose soil; & getting out in any type of soil complete all as specified and directed.
61M&L for PCC 1:4:8 type D-2 (using 40 mm stone aggregate) as in foundation filling and mass concrete complete all as specified and directed.
62Returning, filling in, including spreading, leveling, watering and well ramming in soft/loose soil in layer not exceeding 25 cm thick complete all as specified and directed.
63Removing excavated material (Soil) outside MOD land complete all as specified and directed.
64M & L for form work 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 in flat for fair finished surface complete all as specified and directed.
65M & L form work to column for fair finished surface of concrete complete all as specified and directed.
66M&L Form work to sides and soffits of floor and roof Beam etc complete all as specified and directed.
67M&L for RCC Design mix M-25 (using 20mm graded aggregate ) as in foundation including raft, footings, foundation beams, plinth beam and the like complete all as specified and directed.
68M&L for RCC Design mix M-25 (using 20mm graded aggregate ) as in Column complete all as specified and directed.
69M&L for RCC Design mix -25 (using 20mm graded aggregate ) as in lintel beam and roof beam complete all as specified and directed.
70M&L for RCC Design mix M-25 (using 20mm graded aggregate ) as in slabs supported on walls, beams and columns tank staging / shelves etc complete all as specified and directed.
71M&L for RCC Design mix M-25 (using 20mm graded aggregate ) as in chajjas and similar work complete all as specified and directed. Please Enable Macros to View BoQ information
72M&L for RCC Design mix M-25 (using 20mm graded aggregate ) as in chajjas and similar work complete all as specified and directed. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56240728
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE Ref. Documents
LAST DATE 21-07-2026
Authority
Authority Name Military Engineer Services
Work Description Tender For Special Repair To Bldg No P-648 And Rw At Mil Stn Sgnr
Basic Detail
Tender No GE SGNR/TOK-18 OF 2026-27
Bidding Type Tender
Location
City Ganganagar
State Rajasthan
Key Dates
Publish Date 09 Jul 2026
Submission Date 21 Jul 2026
Open Date 01 Jan 0001
Finance
Tender Value Ref. Documents
Tender Fee 500
EMD 95240
Exemption Available
Document List
BOQ_868422.xls
ed71e752-a3cd-432e-b269-500dff48e9e9.html
GenPage1.pdf
GenPage2.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 09, 2026
11:30 IST

Tender Published

Tender notice published.

Today
Jul 21, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 12 days
Jul 21, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 12 days

Tender Documents

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xls

BOQ_868422.xls

html

ed71e752-a3cd-432e-b269-500dff48e9e9.html

pdf

GenPage1.pdf

pdf

GenPage2.pdf

pdf

Tendernotice_1.pdf

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