REPAIRS TO SEWAGE LINE, FOOTPATH, FENCING, SEPTIC TANK AND COMPOUND WALL AT GANESHKHIND AREA, UNDER GE (I) RnD PASHAN, PUNE

Amount

Excavation in trenches, not exceeding 1.5metre wide and 1.5 metre in depth for foundation and getting out in hard/dense soil complete all as specified and directed.

Returning filling in including spreading leveling watering well ramming in layers n.exc 25 cm thick with soil obtained from excavation complete all as specified and directed.

Removing excavated material exc. 250 m but n.exc. 500m and depositing where directed complete all as specified and directed.

Demolition and breaking up drain pipes of 150 mm bore RCC/SGSW set in cement mortar and taking out from trenches if required complete all as specified and directed.

Demolition and breaking up drain pipes of 200 mm bore RCC/SGSW set in cement mortar and taking out from trenches if required complete all as specified and directed.

Material and Labour for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregated) as in concrete bed to drain pipes including packing under and haunching against sides of pipes with concrete after they are laid and tested dia of pipe 150 mm complete all as specified and directed.

Material and Labour for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregated) as in concrete bed to drain pipes including packing under and haunching against sides of pipes with concrete after they are laid and tested dia of pipe 200 mm complete all as specified and directed.

Supply and Fix Reinforced concrete pipes of 150mm dia, class NP2, laid and jointed with collars complete all as specified and directed.

Supply and Fix Reinforced concrete pipes of 200mm dia, class NP2, laid and jointed with collars complete all as specified and directed.

Demolition of precast cement concrete block / stone masonry built in cement mortar including all quoins, arches, pillars etc. complete all as specified and directed.

Material and Labour for Pre-cast cement concrete type C1 1:3:6 (20 mm graded aggregate) block masonry with solid blocks, exc. 10 cm in width and setting in mortar 1:4, complete all as specified and directed.

Material and Labour for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed.

Material and labour for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 but except stone. (Stone obtained from item No. 10) complete all as specified and directed.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified of face beds and joints as specified of random rubble walling, uncoursed or brought upto courses with 40mm maximum depression on face from straight edge held against the dressed surfaces complete all as specified and directed.

Material and labour for Flush pointing to random rubble masonry, uncoursed or brought upto course in cement mortar 1:3 complete all as specified and directed.

Takind down cement or cement lime plaster on brick or stone walls etc. including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and directed.

Material and Labour for rendering 15 mm thick on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and directed.

Material and Labour for applying Two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance,dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces. at any height including necessary scafolding etc complete all as specified and as directed by Engr in charge.

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

Demolition of cement concrete unreinforced, in ground floor and paving not exceeding 15cm thickness below and above ground level complete all as specified and directed.

Material and labour for cement concrete 75mm thick type D-2, 1:4:8 (40mm graded aggregate) as in sub base etc. complete all as specified and directed.

Material and labour for cement concrete 75mm thick type B-1, 1:2:4 (20mm graded aggregate) as in floor and paving etc. complete all as specified and directed.

Material and labour for cement concrete 75mm thick type C-2, 1:3:6 (40mm graded aggregate) as in plinth protection and paving etc. complete all as specified and directed.

Material and labour for 60mm thick M-35 grade interlocking paver block of rubber moulded glossy finish with any shape and size, jointed & pointed in neat cement slurry with pigment to match the shade of tile etc. complete all as specified and directed.

Material and labour for sand / stone dust filling under floors or in foundations including watering and consolidation complete all as specified and directed.

Material and Labour for Chequered Cement concrete coloured tiles 30 cm x 30 cm x 20 mm thick, glossy finished set jointed and pointed in neat cement slurry in floors, and cut and polished with grey cement and pigments laid over and including 20mm thick screed in CM 1:6 complete all as specified and as directed.

Material and labour cement concrete type C2 1:3:6 (40mm graded aggregate) in surface channels and drains complete all as specified and directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc complete all as specified and directed.

Material and labour for Providing cement concrete 1:2:4 type B0 (12.5 mm graded crushed stone aggregate) as in copings, filleting etc including necessary formwork complete all as specified and directed.

Demolition of cement concrete (reinforcement) of any description and in any position and any thickness complete all as specified and directed.

Material and Labour for Pre-cast RCC 1:2:4, type B1 Using (20mm graded aggregate ) as in cover slabs including necessary formwork set in CM 1:4 complete all as specified and directed. Note :Reinforcement shall be measured and paid separately .

Material and Labour for bars TMT 10mm and over cut to length, bent to shape required including cranking, bending, spirally for hooking ends, and binding with mild steel wire not less than 0.9 mm dia confirming to Fe 410-0 or Fe 410-S complete all as specified and directed.

Dismantling of wrought iron or mild steel work of any description complete all as specified and directed.

Supply and Fix MS angle iron in fencing posts & struts including cutting tops to shape as directed, drilling holes, notching for wire etc, flat iron fillets ( for securing wire mesh etc) including all necessary, drilling, bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.

Material and Labour for preparing new steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Supply and fix in repairs Galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured as in wire entanglements aprons, barriers, gates etc.) complete all as specified and directed.

Restraining, resecuring of barbed wire of any size including makig good complete all as pecified and directed.

Supply and fix in repair Razor concertina coil, 610 mm dia. ( 50 spirals per coil) weight apptox 8 Kg (+ or - 5%) expandable 6 metre to 8 metre, consisting of 2.6 mm dia. Heave galvanised high tensile spring steel wire as per IS- 4454, Barb (Barb length 24 +or - 1 mm, pitch between two barbs 35 + or - 1 mm ) wade of 0.5 mm thick low carbon heave galvanised cold rolled steel sheet as per IS-513, heave duty steel clip as per IS- 2062 and Epoxy resin coating for anti- corrosion, complete all as specified and directed.

Cleaning of shrubs growth on bldgs and making good the damaged portion in cement mortar 1:3 and match the existing surfaces of wall in any height etc. complete all as specified and as directed by Engr-in-charge.

Taking down drain pipes (any size or pattern), including all fittings, T, bends,etc., including cleaning or refixing (measured overall as fixed along the centre line over fitting and accessories) complete all as specified and directed

Supply and Fix PVC (SWR) pipes of 75mm dia single socketed, in any length with rubber ring joints, laid in trenches or in floors/ wall complete all as specified and directed.

Supply and Fix PVC (SWR) pipes of 110mm dia single socketed, in any length with rubber ring joints, laid in trenches or in floors/ wall complete all as specified and directed

Supply and Fix PVC (SWR) bend of 75mm dia complete all as specified and directed.

Supply and Fix PVC (SWR) bend of 110mm dia complete all as specified and directed.

Supply and Fix 75mm dia PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed.

Supply and Fix 110mm dia PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed.

Cleaning of existing manholes of any size and depth mechanically and removing all semi solid or solid material of any description and cleaning the manholes from inside complete with water etc complete all as specified and directed by Engineer-in-charge.

Cleaning of existing 150mm dia to 300mm dia sewage line upto 1.00 metre depth from ground level using jute or PVC nylon rope with knot at one end and other end free passed through the line or by rodding/mechanically & removing all liquid/semi solid /solid sludge etc coming in the next manhole is removed and then the line is cleaned with water complete for effective functioning complete all as specified and directed.

Cleaning of any type of roof of area exc. 300 sqm and not exc 500 sqm, alongwith external face of wall of building at any height by removing leaves, vegetation growth, debris and accumulated mud by washing brushing or by any means without hampering the water proofing membrane (if provided) from permament roof not accessible including cleaning of rain water pipes of any description and removing of debris/ spoil from site and deposing the same to low lying area exc 0.5 km and not exc 1.5 km complete all as specified and directed by Engr-in-Charge.

Cleaning of any type of roof of area exc. 500 sqm, alongwith external face of wall of building at any height by removing leaves, vegetation growth, debris and accumulated mud by washing brushing or by any means without hampering the water proofing membrane (if provided) from permament roof not accessible including cleaning of rain water pipes of any description and removing of debris/ spoil from site and deposing the same to low lying area exc 0.5 km and not exc 1.5 km complete all as specified and directed by Engr-in-Charge.

Sky Vision Construction (BID ID -3359232)

SHRI SAI ENTERPRISES (BID ID -3357332)

AJAY ENTERPRISES (BID ID -3357294)

OM GANESH CONSTRUCTION (BID ID -3360130)

Rays Breakers (BID ID -3358307)

S.K.HARAL (BID ID -3357227)

sanjay m. suryawanshi (BID ID -3357147)

M/S SAMRUDHI CONSTRUCTION (BID ID -3357701)

Sunil Constructions (BID ID -3360507)