GE(A)/SOG-TOKEN-20/2025-26 PROVN OF DEFICIENT VEHICLE PARKING IN DHAN SINGH THAPA ENCLAVE AND PROV OF CHAIN LINK FENCING AT ENTRANCE GATE NEAR ARMD WKSP AND AROUND BANK COMPLEX AT SURATGARH MIL STN IN THE AOR OF AGE B/R-I UNDER GE (ARMY) SURATGARH

Amount

Notes:- (i) 50 percent nonperishable items of the work shall be deposited by the L1 bidder within 30 days after placing of work order. (ii) The critical path network shall be submitted by L1 bidder immediately after the acceptance of tender and approved by GE. (iii) The bidders must ensure to visit the site, check relevant documents and makes of materials required to be incorporated under the subject from concern Engineer-in-Charge. (iv) The unserviceable material obtained under the schedule of credit shall be handed over to the contractor by the Engineer-in-Charge on a proper gate pass. (v) In case of non-availability of any make mentioned under list of Makes, the L1 Bidder shall obtain non-availability / non-manufacturing certificate from the concern OEM / authorised dealers and submitted to Accepting Officer, the L1 bidder may be incorporated makes as approved by HQ CE SWC Jaipur / HQ CE BTZ in the works after prior approval of Accepting Officer. (vi) L1 Bidder shall produce E-way bill alongwith test certificate from OEM / manufacturer for costly items / major items of amount above Rs 50,000/- along with RAR’s and Final Bill. (vii) L1 Bidder shall be maintained an album containing Photos of all the material brought at site and each stage wise work progress and kept at site. Same shall be deposited in Engineer-in-Charge office after completion of work. (viii) Suffficient tradesman, Labours needs should be employed by the bidder on daily basis and as required by Engineer-in-Charge. (ix) Main Items and fixtures, base materials shall be from the same manufacturer. (x) The cost of all the above provisions shall be deemed to be included in the quoted rate of bidder, nothing extra shall be paid to the bidder.

Excavation in trenches, not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm area on plan and not exceeding 1.5 meter in depth and getting out in soft/loose soil

Excavating in post holes (or similar holes) each n exc 0.5 cum getting out, returning, filling in and ramming earth or brocken rubble mixed with earth around, in layers not exceeding 25 cm in any type of soil, watering, and removing surplus soil to a distance n exc 50 m and making good surface

M&L PCC 1:3:6 type C2 (using 40mm graded aggregate) in foundation, filling and mass concrete complete all as specified and directed

M&L PCC type D-2, 1:4:8 using 40. mm graded stone aggregates as in foundation filling and mass concrete complete all as specified and directed.

Returning, filling in, including spreading,levelling, watering and well ramming in layer not exe 25 cm

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point

M&L Steel Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete of Fe 410-W (Gde -E-250) quality-A complete all as specified and as directed.

M & L for glazed ceramic coloured tiles 7mm thick 300mmx600mm size in vertical surface set and jointed in neat cement slurry and pointed in white cement paste pigmented to the shade over 10mm thick cement sand screed (1:4) complete all as specified . complete all as specified and as directed.

M & L Painting steel surface of any description over 10 cm width and girth including preparation, primer with red oxide and two coats of synthetic enamel paints complete all as specified and as directed.

M & L rendering 15mm thick on fair faces of brick work in CM 1:4 finished even & smooth without using extra cement complete all as specified and as directed.

M& L for preparing new plastered or unplastered surfaces of walls and applying two coats of cement base paint over a coat of primer of same make / priming coat of alkali resistance complete all as specified and as directed.

M & L mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia complete all as specified and as directed

Ditto- all as item No 14 here in before but 5mm dia and over upto & including 10mm dia in stirrups, spaces & binder complete all as specified and as directed

S&F mild steel round bars 10mm dia, cut to length, bent to shape as in tie bar fixed to chain link fencing including necessary welding where required as per site requirement & other similar works conforming to Fe-290 (Gde E-165) complete all as specified and as directed

M & L providing nominal mix RCC 1:2:4 type B-1 (20mm graded aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.

M & L providing nominal mix RCC 1:2:4 type B-1 (20mm graded aggregate) as in Columns, pillars, piers, posts and struts complete all as specified and as directed

M&L for Form work to sides of concrete fdns, footings bases of columns and plinth beams and similar works with fair finished surfaces of concrete complete all as specified and as directed

M&L for Form work to sides of pillars,posts, struts, piers, columns,and stanchions and similar works with fair finished surfaces of concrete complete all as specified and as directed

M&L galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia bors at 75mm spacing and straining and fixed to any type of standard rails straining both including securing or tying at crossing with and provision of galvanised mild steel wire staples or steel pins etc complete all as specified and as directed

M&L for hard core of guage n. exc 63 mm, deposited spreaded and leveled in layer n. exc 15 cm thick, watered and rammed to a true surface, broken stone or boulder complete all as specified and as directed

M&L for 75mm thick PCC 1:4:8 type D-2 using 40mm graded stone agg in sub base flooring complete all as specified and as directed

M&L for 25 mm Sand cushioning layer for laying of interlocking paver block complete all as specifie and directed by Engineer-in-Charge

M&L coloured factory casted rubberised concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade, with grey cement and pigment complete all as specified and directed by Engineer-in-Charge.

M & L brick work with old size B class bricks, straight or curved onplan exc 6 m mean raidus built in CM 1:6 complete all as specified and directed.

M&L coloured factory casted rubberised concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, with grey cement and pigment complete all as specified and directed by Engineer-in-Charge.

Providing and fixing factory made precast cement concrete solid block of size 300x150x450 mm with PCC type C1, 1:3:6 (20mm graded aggregate) as in kerb stone of any size/thickness setting in cement mortar 1:4 for path edgings etc, embedded in positon including all necessary excavation, tamping ground arround blocks and removal of rubbish/surplus soil etc. complete all as directed.

S&F 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 by Engineer-in-Charge.

Supply only mild steel galvanized chain link fencing any mesh and any size complete all as specified and directed by Engineer-in-charge. Note:- (i) The payment shall be made to the contractor for actual weight ascertain by the BOO as odered by GE.

Fixing only mild steel galvanized chain link fencing any mesh, size and type to any type of standards, rails, straining bolts etc. including provision of binding wire complete all as specified and directed by Engineer-in-charge.Note :- Supply only chain link fencing shall be measured and paid for separately under replace items of BOQ.

S&F MS screw bolt 05 to 10mm dia, length of bolt not exceeding 50mm long machine made with hexagonal or square head at one end and screwed the other or serewed both ends, each screwed end fitted with washer and one hexagonal or square nut complete all as specified and directed by Engineer-in-Charge.

S&F plates (Plain or chequered) channels, square cut or notched(ordinary and counter sunk) forming holes, with riveted ,bolted or welded attachment Fe-410-W (Gde E-E-210) Quality A complete all as specified and as directed.

S&F Pre-painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified

M&L for steel work as in square / tubular trusses, purlins, post including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS-1161-1998 grade St.-240 complete all as specified and directed by Engineer-in-charge.

BISHNOI BUILDERS (BID ID -3340369)

PACHAR BROTHERS (BID ID -3342993)

PAREEK AND COMPANY (BID ID -3342676)

Gill Construction Co (BID ID -3351788)

SAHIL BUILDERS (BID ID -3342894)

SHREE GURU NANAK CONSTRUCTION COMPANY (BID ID -3343468)

BANSAL BROTHERS (BID ID -3350729)