PROVN OF STONE SET PATH (TRACK APPROX 300 MTR) FOR A VEH OF GUARDS AND PROVN OF SCOOTER/ BICYCLE STAND FOR JCOS AND OR ALONGWITH PROVN OF HARDSTANDING (60X 18 FT) AT EXISTING B VEH SERVICE 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.

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified and as directed by Engineer-in-Charge.

Removing excavated soil/material exc. 250m but not exc 500m depositing at a level n exc 1.5m above the starting point complete all as specified and as directed by Engineer-in-Charge.

M&L for Hardcore of broken stone or boulder of gauge exc 63 mm but n. exc 100 mm, deposited, spread and levelled in layers n. exc 15 cm thick, watered and rolled/ rammed to a true surface complete all as specified and as directed by Engineer-in-Charge.

M&L for broken stone Hardcore of gauge not exc 63 mm, deposited, spread and levelled in layers n. exc 15 cm thick, watered and rolled/ rammed to a true surface complete all as specified and as directed by Engineer-in-Charge.

M&L for PCC 1:2:4 type B-2 using 40 mm graded stone aggregate as in sub base etc complete all as specified and and as directed by Engineer-in-Charge.

M&L for Stone sett flooring with stone setts of size 200 to 250mm long,150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and as directed by Engineer-in-Charge.

M&L Edge stones to flooring with stone setts of size 250 to 300mm long x 150 to 200mm wide, and 450mm deep and all as per item no-5 as above complete all as specified and as directed by Engineer-In-Charge.

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 all as specified and as directed by Engineer-in-Charge.

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

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 as directed by Engineer-in-charge.

S&F for Rolled sections as in main and cross beams, hip and jack rafters; Purlins where connected to common rafters and running rails fixed with angle cleats or other connecting plates of Fe-410-W(Gde-E-250 quality-A) etc,complete all as specified and as directed by Engineer-in-Charge.

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 and as directed by Engineer-in-Charge.

M&L for 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 as directed by Engineer-in-Charge.

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

M&L Sand filling under floors or in foundations including watering and consolidation complete all as specifie and as directed by Engineer-in-Charge.

Providing and fixing factory made precast cement concrete solid block type B1, 1:2:4 (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 specified and as directed by Engineer-in-Charge.

M& L for preparation of new concrete surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint including priming paints complete all as specified and as directed by Engineer-in-Charge.

M&L preparation of new or previously untreated steel surface any description over 10cm 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 as directed by Engineer-in-Charge.

M&L for 75 mm thick plain cement concerete type D-2, 1:4:8 using 40 mm graded stone aggregates as in subbase complete all as specified and as directed by Engineer-in-Charge.

M&L for PCC cement concerete type 1:1/2: 3 grade (nominal Mix), type A 1 , using 20 mm graded stone aggregates and finishing with broom finish complete all as specified and and as directed by Engineer-in-Charge.

M&L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound grade 'B' complete all as specified and as directed by Engineer-in-charge.

BANSAL BROTHERS (BID ID -3349260)

PAREEK AND COMPANY (BID ID -3342540)

S.K BUILDERS AND ENGINEERS (BID ID -3350802)

PACHAR BROTHERS (BID ID -3342974)

Gill Construction Co (BID ID -3351895)

SAHIL BUILDERS (BID ID -3342851)

BISHNOI BUILDERS (BID ID -3340411)