GE(S)/M-17/2022-23

Amount

Surface excavation n. exc. 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed.

Excavating in trenches in any type of soil, n. exc. 1.5 m wide and n. exc. 1.5 m in depth, for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, and for taking out/laying of DI/CI/ GI Pipes and getting out in any type of soil by JCB Machine /manually as per site requirement etc complete all as specified and directed.

Returning, filling in (soil), including spreading, leveling, watering and well ramming in layers not exc. 25 cm complete all as specified and directed.

Removing excavated material (soil) n.exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed.

Removing excavated material (soil) exc. 250m but n.exc. 500m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed.

Removing building materials (debries retrieved from demolition of PQC panels) etc to a distance of exc. 2.50 KM but n.exc. 3.00 KM, beyond the lead included in the rates, including loading, uploading and stacking at the destination complete all as specified and directed.

M&L for PCC 1:4:8 type D2 (using 40 mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified and directed.

M&L for PCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in 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, haunching, benching, kerbs , mud stops, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.

M&L for RCC M-25 Design mix (using 20 mm graded crushed stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc. basement slabs and mass concrete complete all as specified and directed.

M&L for RCC M-25 Design mix (using 20 mm graded crushed stone aggregate) in walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footing; including attachment pillasters and buttresses complete all as specified and directed.

M&L for form work to rough finished surfaces of walls, retaining walls, abutments, parapets and staircase railings and similar works including attachment pillasters, buttresses, etc, vertical or to batter for fair finished surface complete all as specified and directed.

M&L for mild steel TMT bars 10 mm dia and over, 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 0.9 mm dia complete all as specified and directed.

M&L for MS angle iron frame work for drain cover frames including necessary cutting, welding, drilling holes, bolting etc, as required at site complete all as specified and directed.

M&L for 75 mm thick plain cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in sub base of floors, complete all as specified and directed.

M&L for coloured machine pressed precast rubber moulded concrete interlocking (Red/yellow) paver block of any shape and size with 6-8mm white cement layer mixed with pigment and coated with epoxy coating having high glossy finish confirming to IS 15658-2006 of 60mm thickness, M-35 Grade, laid dry over and including 50 mm thick screened river washed sand cushion, complete all as specified and directed.

Carefully demolition of existing tarmac PQC panels by mechanical means or cement concrete in ground floors and pavings exc 15cm thickness (below or above ground level) complete all as specified and directed.

Cleaning the bottom and sides of PQC panels and providing 300mm thick cement concrete work in pavement/hard standing of flexural strength 40Kg/Sqcm in field using 400Kg cement per Cum, over polythene film, black 50 micron laid in floors and sides of surface over 50mm thick clean sand and marking joints complete all as specified and directed.

S&F 150mm bore cast iron flanged and drilled both ends sluice valve (ISI marked) conforming to IS 14846-2000 class PN-1.6, Non rising spindle type with stainless steel spindle including all jointing materials and mild steel nuts, bolts, washers and gaskets etc and testing complete all as specified and directed.

Supply and laying in trenches or on pillars centrifugally cast DI pipe (Spun) 150mm dia class K7 conforming to IS suitable for tyton joints in any length laid in trenches/surface complete all as specified and directed. Note:- DI pipe fittings will be measured and paid separately under relevant item of BoQ. (ii) Excavation and earth work shall be measured and paid separately under respective items in BoQ. (iii) Cost of rubber tyton ring joints shall deemed to be included in the rate quoted in this item.

M & L of CI/DI fittings upto 150mm bore such as bends (any type radius and angle) Tappers (any type straight, bend, increasing, decreasing or double socket etc), Tee , single branch, Y junction, double branch, connecting pieces one end flanged and other socket or spigot and bell mouth pieces, Collars, Caps and plugs etc, including dismantling old one complete all as specified and directed.

M&L for Run lead joints including pie and spun yarn for 150mm bore cast iron pipes and fittings etc., (Spigot and Sockets) after testing the joint complete all as specified and directed.

M&L for cutting to existing CI/DI distribution pipe line of size 150mm tro 200mm dia in situ for addition /altration, branch connection and insertion of Tee, including necessary earth work complete all as specified and directed.

Supply and erection of MS pipe line route marker factory made of dia not less than 80mm duly embossed as "MES PIPE LINE" erected on angle iron of size 40mmx40mm of length 60cm duly welded/bolted with route marker engroved in PCC M-20 of size not less than 15cmx15cmx15cm below ground level complete all as specified and directed.

M&L for brick masonry valve pit of size 105cmx105cmx105cm (internal dimensions of chamber) including 23 cm thick brick wall built in CM 1:6, 15mm thick cement plaster internaly in CM 1:4 and flush pointing externally as the work proceeds, PCC 1:5:10 type E-2 (using 40mm crushed stone aggregates) as in foundatin of size 156cmx156cm, 40mm thick PCC 1:2:4 type B-1 ( using 20mm graded crushed stone aggregates) as in coping over brick work, MS sheet cover with locking arrangements including lock of size 112cmx112cmx3mm thick fixed to angle iron frame made out of 40mmx40mmx3mm angle iron, MS handle to sheet cover, MS hinges welded to frame and sheet cover, painted with two coats of synthetic black paint over a coat of red oxide primer on steel surfaces and three coats of white wash on internal or external surfaces, including necessary excavation and earth work in any type of soil complete all as specified and directed.

Bidder Name

AV ENTERPRISES

M/S NARESH KUMAR SHARMA