SPECIAL REPAIR TO APPROACH ROAD , MANEUVERING AREAS AROUND SWTs ALONGWITH REPLACEMENT OF WIREMESH AT AF STN GURGAON

Amount

M&L for PCC 1:2:4 type B1, 20mm graded aggregate for fixing of joist channel and angle including demolition of such concrete complete all as specified and directed.

M&L for Joist, channel, angle, or tee sections, fixed independently, without connection plate, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) Fe 410-W (Gde-E-250) complete all as specified and directed. NOTE: - The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment

M&L for expanded metal, weight exc 4/Kg per sqm, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0..9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members weight complete all as specified and as directed. NOTE: - The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment

M&L for 300mm long Mild steel sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed complete all as specified and as directed

M&L Preparation new steel surface exc 10 cm width/girth including one coat red oxide zinc chromate primer and two coat synthetic enamal paint of color as approved by GE complete all as specified and directed.

Material and labour for scarifying or picking gravelled macadam or bituminous macadam surface in area not exceeding 50mm deep and stacking for removing the same from site upto 100 meters complete all sepcified and as directed

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

Rolling and consolidating formation surfaces in cutting with power roller exceeding 8 tonne but not exceeding 12 tonne to a uniform smooth surface complete all as specified and as directed.

M&L for Soling (or sub base) 150 mm thickness with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed

Providing and laying Dry Lean Concrete (DLC) 150 mm thick of aggregate gradation as per table 1 of Sp 49:2014 having 7 days compressive strength not less than 7 MPa. Miniumum cement content not less than 140Kg/cum DLC mixed in batching plant, transported to site and laid by sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum dry density, necessary finishing etc complete all as specified and tolerances to be as per Table 900-1 of MoRTH specification for raod and bridge work 2013.

Supply and laying 150 micron polythene film black, laid properly in floors complete all as specified and as directed.

Material and labour for 200mm thick design mix cement concrete work in Pavement/hardstanding of flexural strength 40 kg/Sqcm in field using cement not less than 400 kg/Cum including laying at site spreading and compacting machanically by using vibratory needle, levelling to required slope/camber, finishing with required texture, and steel formwork sith sturdy M.S Channel sections, curing as specified for better strength complete all as specified and directed. Note:- (i) The quoted rate shall be inclusive of design mix through IITs/NITs/Gov Institute/Govt approved Lab. (ii) The design of concrete mix shall be carried out considering flexural strength not less than 40 Kg/sqcm. (iii) The concrete mix shall got approved by GE. (iv) The contractor shall be first got approved the batching plant by GE before placing order. (v) Purchase vouchers shall be submitted by the contractor before claiming the payment of RARs/Final bill. ( The computer data from batching plant shall be submitted by contractor for claiming payment. This aspect shall be ensured by Engr-in-charge. The Engr-in-charge shall deface all that report and attach with RAR/FB for claiming payment.

Material and labour for finishing surfaces of concrete pavements/road by brooming complete all as specified and as directed.

Material and labour for forming 25mm thick expansion joint filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound, grade 'A' confirming to IS 1834 making the joints dust free with high pressure air jet cleaners, thickness of conrete slab 200mm complete all as specified and as directed. NOTE: - The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment

Material and labour for forming contraction (dummy) joint 50 mm deep and 10 mm wide and sealed with sealing compound grade 'A' conforming to IS: 1834 complete all as specified and as directed. NOTE: - The Contractor shall submit purchse voucher for claiming payment. The Engr-in-Charge shall verify and deface the Purchase voucher and will fwd alongwith RARs/Final Bill. Non-Submission may lead to non Payment

Removing excavated material not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed.

Material and labour for continuous brick edging with width equal to width of brick laid dry on end vertically with burnt clay bricks of sub class B, including embedding bricks in ground to depth indicated and tamping ground around bricks and removal of surplus soil to outside defence land complete all as specified and as directed.

M&L for forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering including ramming/rolling with 8 to 10 tonnes power roller and finishing to required size, shape, etc., n exc. 1.5 m high from base comlete all as specified and directed.

Material and labour for painting lines, dashes, arrows, letters etc on road pavement by applying thermoplastic paint confirming to IS - 164 (5 kg/sqm) with glass beads potters (250 gms), 2mm to 2.5mm thick and 10 cm wide strips on concrete road surface and road marking by hot mechanical process with road marking machine complete all as specified and as directed.

M&L for rough excavation not exc 1.5m deep and getting out in soft/loose soil in out side MD land complete all as specified and as directed.

M&L for removing excavated material exc 5 KM but not exc 10 KM and depositing where directed complete all as specified and as directed.

Material and labour for mild steel TMT bars of any dia 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 or securing with clips complete all as specified and as directed.

M/S ujjwal associates

PAWAN KUMAR

POOJA ENTERPRISES

M/s Vijay Enterprises