SPECIAL REPAIR TO SEWAGE LINE FROM IPS 01 TO IPS 02 AND IPS 02 TO IPS 03 AND FROM IPS 03 TO IPS 05 AND PROVN OF INTERMEDIATE PUMPING SETS AT MAP PH-II AND VARIOUS LOCATIONS AT FARIDKOT MIL STN

Amount

Supply, laying, jointing, commissioning and testing D.I Pressure pipes "ISI" marked to IS:8329/2000 of dia 150 mm with socket spigot ends suitable for "Push-on joint" in standard working lengths supplied with a rubber gasket (tyton joint) IS 5382/1985 duly "ISI" marked for water, Gas and sewerage, class K-7 with socket and with cement mortar lining inside and metallic zinc coating with finishing layer of bituminous paint on outside the pipe laid in trenches complete all as specified. Note :- DI fittings and earth work shall be measured & paid for separately under respective items of schedule 'A'.

Supply, installation and testing Cast Iron Sluice valve flanged Type, class PN 1.0 , 100 mm bore ISI marked conforming to IS- 14846-2000 complete with stainless steel spindle flanged both ends drilled, CI gate with brass ring and iron wheel handle including jointing material i.e. nuts bolts, washer and gasket complete all as specified.

Supply, installation and testing Cast Iron Sluice valve flanged Type, class PN 1.0 , 150 mm bore ISI marked conforming to IS- 14846-2000 complete with stainless steel spindle flanged both ends drilled, CI gate with brass ring and iron wheel handle including jointing material i.e. nuts bolts, washer and gasket complete all as specified.

Supply & fixing cast iron double end flanged and drilled non return valve conforming to IS - 5312 suitable for 150 mm bore pipes complete all as specified.

Material and labour road cuting under main road pavment, hard standing or any other sitaution to accommodate up to 150 mm DI Pipe, including returning filling in the end working space including removing of surplus soil and making repair of road, making good the surface complete all as specified and directed.

Supplying and fixing CI/DI special fitting of any size, type, radius angle, tapers increasing / decreasing sockets, tees, tail piece and collar etc suitable for up to 150 mm dia DI pipe complete all as specified and directed. Note :- (i) Fitting shall be ISI Marked. (ii) Fitting shall be same make as that of CI / DI pipe or make as recommended by Manufacturer.

M & L for Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, for pipe line/cabletrenches etc (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, depth upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and as directed.

Returning filling in including spreading levelling watering and well ramming in layers n.exc 25cm all as specified and directed by Engr-in-Charge.

M&L for plain cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate, as in anchorage blocks at bends etc including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engr-in-Charge.

Surface dressing not exc 15cm deep in soft/ loose soil including cleaning of E/M installations premises, uprooting of tiny trees, tree cutting, cleaning, levelling, spreading bushes, beeds, grass, removing poly bags, brick bats, stone pebbles debries, cleaning of sub station bldg, two pole/ four pole structure area, HT line etc and removing to a distance not exc 50 Mtr complete all as specified and directed.

M&L for 100 mm thick PCC 1:4:8 type D2 (using 40mm graded crushed stone aggregates) as in foundation, sub base filling and mass concrete complete all as specified and directed

M&L PCC 1:2:4 type B1 (using 20mm graded crushed stone aggregate) as in coping benching of manhole including necessary formwork, weathering, slightly rounded or chamfered angles as directed.

M&L extra for forming fair finish to drain or channel exc 15cm but nexc 30cm in widht or girth complete all as specified & directed.

M & L for brick work with sub class 'B' bricks, straight or covered or plan exc 6m mean radius built in CM 1:6 complete all as specified and directed by Engineer in Charge.

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

Dismantling of depressed precast concrete interlocking paver block of any shape and size and refixing the serviceable paver blocks and removing the unserviceable paver blocks from the site to a distance n.exc 500 metres complete all as specified and directed.

M&L for Hard core of broken brick aggregate, gauge not exc 80mm, deposited, spread and leveled in layers not exc. 15cm thick watered and rammed to a true surface complete all as specified and directed.

M&L for 75 mm thick PCC 1:4:8 type D2 (using 40mm graded crushed stone aggregates) as in foundation, sub base filling and mass concrete complete all as specified and directed.

M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.

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

Providing factory made precast cement concrete solid block type B1, 1:2:4 (20mm graded crushed stone 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 arroung blocks and removal of rubbish/surplus soil etc. complete all as directed.

M&L for preparation of new plastered /concrete surface and painting with two coats of synthetic enamel paint (white/golden yellow) over a coat of primer complete all as specified and directed.

Excavation over area n.exc. 1.5 meter in depth in foul condition for foundation etc and getting out in soft/loose soil in foul condition complete all as specified and directed by Engineer in Charge. Note : Necessary dewatering of water shall be included in the unit rate of item.

Excavation over area exc. 1.5 meter in depth and n.exc 3.0 meter in depth in foul condition for foundation etc and getting out in soft/loose soil in foul condition complete all as specified and directed by Engineer in Charge. Note : Necessary dewatering of water shall be included in the unit rate of item.

Excavation over area exc. 3.0 meter in depth and n.exc 4.5 meter in depth in foul condition for foundation etc and getting out in soft/loose soil in foul condition complete all as specified and directed by Engineer in Charge. Note : Necessary dewatering of water shall be included in the unit rate of item.

Excavation over area exc. 4.5 meter in depth and n.exc 6.0 meter in depth in foul condition for foundation etc and getting out in soft/loose soil in foul condition complete all as specified and directed by Engineer in Charge. Note : Necessary dewatering of water shall be included in the unit rate of item.

Excavation over area exc. 6.0 meter in depth and n.exc 7.5 meter in depth in foul condition for foundation etc and getting out in soft/loose soil in foul condition complete all as specified and directed by Engineer in Charge. Note : Necessary dewatering of water shall be included in the unit rate of item.

Removing excavated material or surplus soil not exc 50 meter and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed by Engineer in Charge.

M&L for cement concrete 1:4:8 type C2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed by Engineer in Charge.

M&L RCC M-30 design Mix (20mm graded aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases beams; under-reamed piles slabs, under-reamed piles and mass concrete.

M&L RCC M-30 design Mix (20mm graded aggregate) in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses and mass concrete.

M&L RCC M-30 design Mix (20mm graded aggregate) as in Slab supported on walls, beams and column in floors, roofs, landings, balconies, deck slabs and in shelves and etc. and setting in mortar complete with joints to match complete all as specified.

M&L for TMT bars (CRS) 6 to 8mm 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 all as specified.

M&L for Formwork to sides of concrete foundations, footings, bases of columns raft and raft beams sides and soffits of foundation and plinth beam and similar wk vertical or to batter.

M&L for Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, and similar wk vertical or to batter complete all as specified.

S&F in repair PVC Coted foot steps 12 mm steel(Tolerance 2 mm). Diamension 265mm x165mm x 25 mm in manholes.

Excavation in trenches n. exc. 1.5 meter wide and not exc. 1.5 meter in depth in foul condition for foundation etc and getting out in soft/loose soil in foul condition complete all as specified and directed by Engineer in Charge. Note : Necessary dewatering of water shall be included in the unit rate of item.

Excavation in trenches not exc. 1.5 meter wide and exc. 1.5 meter in depth and n.exc 3.0 meter in depth in foul condition for foundation etc and getting out in soft/loose soil in foul condition complete all as specified and directed by Engineer in Charge. Note : Necessary dewatering of water shall be included in the unit rate of item.

S&F DWC HDPE pipe 300 mm dia (minimum wall thickness 2 mm) Stiffness Class SN 8 , along with necessary jointing materials collars/ couplers/ tees / union/ socket rings etc laid, jointed and tested complete as per IS 16098 Part 2 specifications and as directed by Engineer in Charge.

M&L Concrete bed 1:3:6 type C2 150mm thick to drain pipes of 300mm (internal dia), including packing under, and haunching against the sides of pipes after they are laid and tested.

M&L for form work through 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 by Engr-in-Charge.

Supply only Liquid water proofing compound.

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

S&F in repair Factory made SFRC (Steel fiber Reinforcement Concrete ) Manhole cover medium duty 560mmx560mm x70mm thickness including 2mm thick flat iron frame all round and make good of manhole complete all as specified and directed.

M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required for 200mm dia & above complete all as directed.

M&L for preparation of surfaces and applying two coat of white wash on newly plastered surface of wall etc complete all as specified.

M&L for Cutting into existing road and making good with soling, WBM and bitumen premix ashphaltic dence concrete with rolling complete all as specified and directed by Engneer -in - Charge.

Supply and fix Cast iron foot valve of size 150 mm (6'), conforming to IS 4038 complete all as specified.

Supply, laying, jointing, commissioning and testing cast iron pipe "ISI" marked to IS:1537-1976 of dia 100 mm with both ends flanged and drilled, including special, class 'B' 100 mm (4' Dia) complete all as specified.

Supply, install, testing and commissioning of manufacturer's factory assembled and tested electric driven Non Clog Monoblock Pumping of capable of delivering approx 700 LPM at 25 mtr head, Max. Solid handling up to 35 mm, multi stage CI body with impellers operating at 1500 RPM and mounted on common MS base frame and foundations of the pump sets including PCC foundations, shade arrangement, MS bolts with nuts and anti vibration pads all as specified and directed.

Supply and laying or fixing or laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing LT cable XLPE, insulated screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor having cross sectional area 70 Sqmm 3.5 core conforming to IS-7098 (Part-I -1988) complete all as specified.

Supply and laying or fixing or laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing LT cable XLPE, insulated screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor having cross sectional area 25 Sqmm 3.5 core conforming to IS-7098 (Part-I -1988) complete all as specified.

Supply, install, testing and commissioning of manufacturer's factory assembled and tested electric driven Non Clog Monoblock Pumping of capable of delivering approx 500 LPM at 22 mtr head, Max. Solid handling up to 35 mm, multi stage CI body with impellers operating at 1500 RPM and mounted on common MS base frame and foundations of the pump sets including PCC foundations, shade arrangement, MS bolts with nuts and anti vibration pads all as specified and directed.

S&F DOL electric motor starter, push button type, suitable for 7.5HP, 3 phase 415 V,AC electric motor complete all as specified and directed.

S&F DOL electric motor starter, push button type, suitable for 5HP, 3 phase 415 V,AC electric motor complete all as specified and directed.

Supply and laying or fixing or laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing LT cable XLPE, insulated screened, bedded, galvanised steel strip or wire armourd cable (heavy duty) 1100 volt grade with aluminium conductor having cross sectional area 16 Sqmm 4 core conforming to IS-7098 (Part-I -1988) complete all as specified.

M & L Cable with copper conductor of size 6 sqmm 3 core, PVC flat sheathed (flexible) industrial cable complete all as specified.

M & L Cable with copper conductor of size 10 sqmm 3 core, PVC flat sheathed (flexible) industrial cable complete all as specified.

M&L for earthing complete with galvanized steel earth electrode 60 cm x 60 cm x 6 mm buried directly in ground vertically to a depth not less than 2.25 mtr below ground level with the top edge not less than 1.5 mtr below ground level connected to galvanized iron strip of size 32x6 mm by means of bolts, nuts, chock nuts and washers and other end connected to earthing test point including funnel, watering pipe of 20 mm bore (LG) GI pipe wire mesh, charcoal or coke and common salt in alternate layers all around the earth electrode including provision of earth lead/strip protected by 40 mm dia GI pipe light grade, compacted thickness 15 cm, earthing pit in PCC (1:3:6) type C1, 50 mm thick pre cast RCC cover slab (1:2:4) type B1 set in CM (1:4), reinforced with 8 mm dia TMT bars @ 15 cm c/c and suitable handle of 10 mm dia MS round bars including earth work in excavation in soft/loose soil, disposal of soil not exc. 50 meter complete and testing on completion all as shown in electrical plate No-3 of MES schedule, part-I complete all as specified and directed by Engineer-in-Charge. Note :- Rates quoted by the tenderer shall be deemed to be include for following provisions :- (i) Excavation and earth work in any type of soil including removal of surplus soil upto 100 Mtr. (ii) Earth pit should be constructed in slanting manner. (iii) Main Earthing lead from earth electrode to test point upto 7.5 Mtr (iv) GI Protection pipe of size 40 mm dia light grade 7.5 Mtr

Supply, laying, jointing, commissioning and testing cast iron pipe "ISI" marked to IS:1537-1976 of dia 150 mm with both ends flanged and drilled, including special, class 'B' 150 mm (6' Dia) complete all as specified.

Supplying, filling in trenches, spreading, leveling sand cushioning 8 cm below cable and 15 cm above the cable for under ground cable complete all as specified & directed by Engr-in-charge. Note : Punned thickness shall be measured for payment.

Supplying and laying un-reinforced precast concrete cable cover (ISI marked), class LV, type-1, flat, size 250 mm x 150 mm x 40mm complete all as specified and directed by Engr-in-Charge.

M&L mild steel TMT bars (CRS) 10mm dia and over cut to length bent to shape required including cranking, bending, spirally hooping for cloumns hooking ends and binding with and including MS wire annealed not less than 0.9mm dia or securing with clip all as specified.

N.G BUILDERS (BID ID -3412947)

Vinod Kumar Bajaj (BID ID -3405737)