REPAIRS TO SEWAGE LINE, SEPTIC TANK, MANHOLES, DRAINS AND CLEANING OF SEWAGE LINE IN VARIOUS MD ACCN AT ARTY CENTRE UNDER GE NASIK ROAD.

Amount

Excavation in trenches not exc 1.5m in width and not exc 1.5 in depth for foundation and getting out in any type soil including pipe lines

All as per Item No. 1.00 above but depth exe 1.5 mtr and not exe.3 mtr

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm in soil.

Removing excavated materials to a distance not exceeding 50 Mtr and depositing where directed at a level not exceeding 1.5 Mtr above the starting point

Demolition of RCC in cover slab.

Demolition of brick work built in cement mortar (including coping)

Demolition of breaking up drain 300mm dia pipes of RCC or salt glazed stone ware set in CM

All as per Item No. 7.00 above but 200mm dia

All as per Item No. 8.00 above but 150mm dia

Demolition of Cement Concrete of any description in ground floor & paving n.exc. 15 cm thick(below or above ground level)

Taking down cement plaster of any description on brick or stone walls or concrete surfaces etc. incl raking out joints, hacking for key scrubbing down with water etc

M&L cement concrete 1:3:6 type C-2 ( 40 mm graded aggregate) as in foundation, filling and mass concrete.

M&L for PCC 1:2:4 type B2 as in surface channels and drains & benching of manholes and finishing even and smooth with out using extra cement.

M&L for plain cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) as in coping

M&L for pre cast cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in manhole cover slabs set in cm 1:6 all as specified & directed

M&L for mild steel TMT bars 8mm dia cut to length bent to shape required and binding with ms wire anealed not less than 0.9mm dia, complete all as spacified and directed.

M&L for brick work with fly ash brick straight or curved on plan exc. 6 mtr mean radius, built in CM 1:6 with old size bricks.

All as per item No 17 above but except material.

S&F reinforced concrete pipe, class NP2 laid and jointed complete with collers 300mm bore of pipe

All as per item No 19.00 above but 200 mm bore of pipes

All as per item No 19.00 above but 150 mm bore of pipes

M&L for rendering 10mm thick in on fair faces of brick work or concrete surfaces in cement mortar(1:4) finishing even and smooth without using extra cement complete all as specifed and directed

Taking down 100/75 mm dia CI/PVC and cast soil, waste and vent pipes, in any length with or without ears etc in any position

S&F in repairs of 75 mm dia PVC(SWR) pipes single socketed,in any length with rubber ring joints fixed to walls and making good.

All as per Item No. 24.00 above but 110 mm dia

S&F in repairs of 75 mm dia PVC(SWR) bends of any radius and making good

All as per Item No. 26.00 above but 110 mm dia

S&F in repairs of 75 mm dia PVC(SWR) branch piece,single(single Y) equal or unequal and making good

All as per Item No. 28.00 above but 110 mm dia

S&F in repairs of 75 mm dia PVC(SWR) branch piece,Double (Double Y) equal or unequal and making good

All as per Item No. 30.00 above but 110 mm dia

S&F in repairs of 75 mm dia PVC(SWR) junction single,(single T),equal or unequal and making good

All as per Item No. 32.00 above but 110 mm dia.

S&F in repairs PVC(SWR) floor trap,plain with grating including jointing with solvent cement and making good.

S&F for PVC(SWR) vent cowl 110 mm dia.

Cleaning of manholes of any size taking out sludge , effluent ,sand,, grit, ash, rags, fibre and string material etc complete and disposed as directed by Engr in-Charge.

Cleaning of septic tank by taking out of sludge, water, effluent etc and removing all loose sedinented sand sludge, grit, ash, rags fibre and stirringly material ans its removal to sewage treatment plant or as directed and emptying completely depth exc 1.00 M and n.ex 6.00 M all as directed by Engineer-in-Charge .

Cleaning of blocked WCs /nahani traps/floor traps/ urinals of any dia by rodding only.

Cleaning of existing sewage line of any dia by roding including removal of sludge and taking out sewage water where required and finally flushing with clean water & The length will be measured from the first manhole to last blocked manhole including manhole in between.

M&L for raised pointing to random rubble masonry uncourded or brought upto courses in CM 1:4.

Dismantling of stone slabs & tiles of any description or thickness (except ceramic tiles) in floors, aprons etc laid bedded & pointed in any mortar complete all as specified and directed.

M&L for 75mm thick cement concrete type D-2, 1:4:8 (using 40mm graded stone aggregate) in sub base of flooring/hard standing.

M&L for rubber moulded machine pressed precast interlocking paver block with gray cement any shape and size confirming to IS 15658-2006 of 60mm thickness, M-25 grade laid on 30mm thick stone dust cushioning laid dry to the profile complete all as specified and directed.

M&L for concrete bed to drain pipe including packing under, and haunching against the sides of the pipe after they are laid and tested in cement concrete 1:4:8 type D2 for 150 mm dia pipe

M&L for concrete bed to drain pipe including packing under, and haunching against the sides of the pipe after they are laid and tested in cement concrete 1:4:8 type D2 for 200 mm dia pipe

M&L for concrete bed to drain pipe including packing under, and haunching against the sides of the pipe after they are laid and tested in cement concrete 1:4:8 type D2 for 300 mm dia pipe

Dismantlling of stone masonry, built in cement mortar including all quoins, arches, pillars etc.

M&L for walling of random rubble stone masonry, uncoursed, well bonded, bedded and solidly hearted, brought up to course built in cement mortar 1:6 brought upto coursed all as specified.

All as per Item No. 48.00 above but but except stone

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc.20 mm as specified to trap or granite stones , of random rubble walling, uncoursed or brought upto courses.

M&L for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms moulds, mitred/stopped ends etc complete all as specified.

M&L for in replacement providing precast cement concrete kerb stone of 1:2:4 (20mm graded aggregate) type B1, set in cement mortar 1:4 including rounded or chamfered all as specified and directed. Note :- including removing unserviceable kerb stone.

M&L for preparation of new surfaces of Brick, stone, concrete, asbestos cement or platser surfaces of any description over 10 cm girth or width, not otherwise described and applying two coat of synthetic enamel over a coat of primer complete all as specified and directed.

NOTE : - AMOUNT OF SCHEDULE OF CREDIT RS. 40,726.00 WILL BE DEDUCTED FROM TOTAL AMOUNT OF BOQ.

M/S MK Nair (BID ID -3071438)

MAHIMA CONSTRUCTION (BID ID -3069376)

VISHAL CONSTRUCTIONS (BID ID -3062072)

GILL BROTHERS CONSTRUCTION (BID ID -3071191)

M/S R.K.S. CONSTRUCTION (BID ID -3063511)

Vinod Enterprises (BID ID -3068263)

M/S K. K. Construction (BID ID -3072322)

M/s KISHOR CHHAGAN WAGH (BID ID -3071825)

ECOBUILD (BID ID -3072238)

Bidder Name

MAHIMA CONSTRUCTION

M/S K. K. Construction

M/S MK Nair

Vinod Enterprises

ECOBUILD

M/s KISHOR CHHAGAN WAGH

M/S R.K.S. CONSTRUCTION

Abhiraj Enterprises

GILL BROTHERS CONSTRUCTION

VISHAL CONSTRUCTIONS