CLEANING AND REPAIR OF SEWAGE LINE SEPTIC TANK MANHOLES UNDERGROUND SUMP AND WATER STORAGE TANKS RAIN WATER HARVESTING AND CULVERTS IN TECH AREA AT AF STN SURATGARH

Amount

BOQ (CLEANING AND REPAIR OF SEWAGE LINE, SEPTIC TANK, MANHOLES, UNDERGROUND SUMP & WATER STORAGE TANKS, RAIN WATER HARVESTING AND CULVERTS IN TECH AREA AT AF STN SURATGARH.)

M&L for cleaning of all blockages of nahani traps/floor traps/bottle traps, blockages of WC's, 100mm dia CI pipe upto 1st manhole/Gully traps in shafts, vertical CI soil/waste pipe stacks, CI Tee/door bends etc to maintain sewage system on daily basis with manual/pressure cleaning pump and flexible rods and other necessary mechanical equipments all as directed by Engr-in-Charge. Note :-(i) Supervisors should received everyday complaint through MES complaint register for technical area (ii) Penalty in case not attending to each complaint during same working day will be recovered from contractor @ Rs.500 per complaint. (iii) Rate included for all necessary T&P Mechanical cleaning/manual cleaning equipments. (iv) The Disposal of mud/silt, sludge & other debris retreived from cleaning time should remove outside of MOD premises complete all as specified and directed by Engr-in-Charge (v) If necessitated contractor shall attend the complaints on Sunday/holiday as per requirement.

Cleaning drains by rodding 150mm internal dia of drain pipe upto 2.0 mtr in depth and removal of sludge/silt /liquid mud sand (in foul conditions) etc out of MOD premises including testing of drains by filling the pipe with water, (Depth to be measured from existing level to invert level of pipe) complete all as specified & directed.

All as per item No 2 above but cleaning of 200mm internal dia of drain pipe depth upto 2.5 meter complete all as specified & directed.

Cleaning of manholes upto 1.5 meter depth and removal of sludge/silt etc in foul conditions to outside MOD land including testing of manholes by filling with water complete all as specified and directed.

All as per item No 4 above but depth exc 1.50 meter and not exc 3 meter complete all as specified and directed.

Cleaning of Grease trap tank by taking out the sludge mud/silt etc and removing to outside of MOD premises complete all as specified and directed.

Removing the drain cover set in CM and cleaning the drain including desilting the mud/debries etc and resetting the drain cover in cm (1:4) of any width of drain not exc 60cm and depth not exc 5 meter and removing the garbage out side the MOD land at the discretion of Engineer-in-Charge, complete all as specified and directed.

De-watering of septic tanks/soakage wells and sewage line/flood sump/Drain by pumping with trolley mounted pump sets including carrying the waste water in closed containers and disposing it out side the MoD land at location shown by Engr-in-Charge at a distance not exc 5 km from the starting point including removing the existing manholes cover and replacing complete all as specified and directed.

Cutting and grubbing of bushes, grass and tree surrounding manholes, gully trap, bend, wall pipe and overhead tank etc and levelling of ground around the manholes and finish the surface of wall and removing the waste material to distance exc 50m and not exc 250m and clearing the site complete all as specified & directed

Demolition of cement concrete (unreinforced) in ground floor and pavings not exc 15cm thickness (below or above ground level) complete all as specified & directed

M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in foundations or mass concrete complete all as specified & directed.

M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete including sub base of floors complete all as specified & directed.

M&L for PCC 1:2:4 type B2 (using 40mm graded aggregate) in surface channels and drains complete all as specified & directed.

M&L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) in cills, seismic and other similar bands, plinth courses, copings, bed plates, bond stones, etc including weathering, slightly rounded or chamfered angles and throating as directed including necessary form work complete all as specified & directed.

M&L for 75mm thick PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in pavings finished even and rough to receive top layer complete all as specified & directed.

M&L for coloured chequered cement concrete tiles 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigments over and including 15mm thick screed bed of cement mortar 1:6, complete all as specified and as directed by Engr-in-Charge

Extra 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 & directed.

Excavation in trenches in soft/loose soil, not exc 1.5m wide and not exc 1.5m in depth, for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc not exc 10sqm on plan and not exc 1.5m in depth and getting out complete all as specified & directed.

Rough excavating not exc 1.5m deep and getting out in soft/loose soil complete all as specified & directed.

Rough excavating exc 1.5m and not exc 3m deep and getting out in soft/loose soil complete all as specified & directed.

Rough Excavating exc 3m and not exc 4.5m deep and getting out in soft/loose soil complete all as specified & directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in soft/loose soil complete all as specified & directed.

Removing excavated soil exc 250m but not exc 500m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified & directed.

Demolition and breaking up drain pipes 150mm bore set in cement mortar including demolition of PCC haunching etc, complete all as specified & directed.

Demolition and breaking up drain pipes 200mm dia set in cement mortar including demolition of PCC haunching etc, complete all as specified & directed.

M&L double wall corrugated drain pipe ' DWCPE' (SN8) 180 mm (OD)/ 152 (ID) mm diameter, (ISI marked)laid on 150mm thick 1:4:8 type D -2, using 40mm graded stone aggregate as in bed , laid in trenches and tested including fittings of same grade complete all as specified and directed

M&L for double wall corrugated drain pipe ' DWCPE' (SN8) 200mm (OD)/ 175mm (ID) diameter, (ISI marked) laid on 150mm thick PCC 1:4:8 type D -2, (using 40mm graded stone aggregate) as in bed , laid in trenches and tested including fittings of same grade complete all as specified & directed

M&L for salt glazed stoneware drain pipes 150mm internal dia laid in trenches and jointed including demolition of existing SGSW pipe as specified complete all as specified & directed.

M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in bed with thickness of bed below the barrel of pipe as 100mm and width of bed as 450mm to drain pipes of 150mm internal dia including packing under, and completely surrounding pipes with concrete after they are laid and tested complete all as specified & directed.

M&L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) as in bed with thickness of bed below the barrel of pipe as 100mm and width of bed as 450mm to drain pipes of 200mm internal dia including packing under, and completely surrounding pipes with concrete after they are laid and tested complete all as specified & directed.

Cutting into existing Manholes for connecting new drains , 150mm dia, making good to pipes and rendering , cutting out existing benching for and forming branch channel ( 1/2 round or 3/4 section ) in PCC 1:2:4 type B1 (using 20mm graded stone aggregate) smooth finished and reforming benching as required complete all as specified & directed.

Demolition of Brickwork or stone/boulders masonry built in cement mortar complete all as specified & directed.

M&L for brick work with sub-class `B' bricks, straight or curved on plan of any radius in half brick thick walls built in cement mortar 1:4 complete all as specified & directed.

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

M&L for brickwork with subclass 'B' bricks straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified & directed.

M&L for Brick work in cement mortar 1:4 using sub class 'B' bricks in one brick thick honey comb work, complete all as specified and as directed by the Engineer in Charge.

M&L for loose filling with aggregate of broken stone or boulders of gauge 40mm to 80mm in soakage pits, soakage wells, complete all as specified and as directed by the Engr-in-charge

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

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

Supply only integral water proofing compound, confirming to IS and as approved, complete all as specified and directed

Demolition of RCC of any description in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified & directed.

M&L for precast reinforced cement concrete 1:2:4 type B1 (using 20 mm graded stone aggregate) as in manhole covers set in CM 1:4 complete all as specified & directed.

M&L for providing reinforcement cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in slabs /beams /column in floors /roof /wall /balconies /canopies, slabs and the shelves and the like complete all as specified and directed.

Use and waste of formwork to soffits of suspended slab such as roof slab, floor slab, landing and similar work not exc 200mm thick (Horizontal or sloping) flat in fair finished surfaces of concrete complete all as specified and directed.

Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs not exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but not exc 20cm wide for finished surfaces of concrete, complete all as specified and directed.

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

S&F for SFRC manhole cover slabs medium duty of any shape and size required and 65mm thick complete all as specified & directed.

M&L for hardcore of gauge not exc 63mm, deposited, spread and levelled in layers not exc 15cm thick, watered and rammed to a true surface in broken stones or boulders complete all as specified & directed.

S&F in repair for EWC ceraic 1 piece water closet with soft close seat cover (wall mounted), P-trap outlet from wall, size of 26X14X29 inch including all neccesary accessories like cistern, actuator buttons etc, complete all specified and directed by engr-in-charge.

S&F for viterous china counter top wash hand basin of size 700mmX435mmX135mm complete all as specified & directed. Make : Jaquar Cat No.: ARS-WH-39903 or equivalent of GROHE.

S&F in repair CP brass hand shower (health faucet) with 8mm dia 1m long flexible tube & wall hook complete all as specified & directed. Make : Jaquar Cat No.: ALD CHR -579 or Equivalent of GROHE.

S&F in repair soap dispenser with glass bottle, complete all as specified & directed. Make : Jaquar Cat No.: SDR-WHT-DJ0010F or Equivalent of GROHE.

S&F in repair soap dish holder, complete all as specified & directed. Make : Jaquar Cat No.: CAN-BCH-1131N or Equivalent of GROHE.

S&F in repair single towel ring, complete all as specified & directed. Make : Jaquar Cat No.: CAN-CHR-1121N or Equivalent of GROHE.

S&F in repairs PVC water storage tank lid cover (cylindrical) for 500 /1000 ltrs capacity tanks, complete all as specified and directed.

Cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes, etc for 250 to 500 ltrs capacity of tanks, complete all as specified and directed by Engineer -in-charge. Note: Date of cleaning to be written on the tank after cleaning.

Cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes, etc for 501 to 1000 ltrs capacity of tanks, complete all as specified and as directed by Engineer -in-charge. Note: Date of cleaning to be written on the tank after cleaning.

Dismantling of reinforced concrete drain pipes of any dia, jointed in cement mortar and taking out of trenches, complete all as specifeid and directed.

S&F in repair 600mm reinforced concrete pipes, class NP3 with one collar per length of pipe, complete all as specified and directed by Eng-in-Charge.

S&F in repair 900mm reinforced concrete pipes,class NP3 with one collar per length of pipe, complete all as specified and directed by Eng-in-Charge.

M&L for PCC 1:3:6 type C-2 (using 40mm graded aggregate ) as in bed with thickness of bed below the barrel of pipe as 100mm to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested in bore of pipe in 600mm and including all the formwork required to cast, complete all as specified and directed by Engr-in-Charge.

M&L for Cement Concrete 1:3:6 type C-2 (using 40 mm graded aggregate ) as in bed with thickness of bed below the barrel of pipe as 100mm to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested in bore of pipe in 900mm and including all the formwork required to cast, complete all as specified and directed by Engr-in-Charge.

M&L for cutting/excavation/demolition of existing path/ bituminous road/ PCC (including DLC/WBM )in depth upto not exc 400mm and remove the excavated material outside the MOD land, complete all as specified and directed by Engr-in-Charge.

Providing and laying 400 micron polythene film as per IS-2508 laid over sand layer including all necessary cutting, overlaps not less than 300mm and wastage, complete all as specified and as directed by Engr-in-Charge.

M&l for 200mm cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per sqm in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less, complete all as specified and directed.

Dismantling of paver block/tiles of any description or thickness in floors, aprons etc laid dry pointing, complete all as specified and directed.

M&L for factory made plain machine pressed precast concrete interlocking paver block any shape or size confirmimg to IS 15658 of 80mm thickness M-40 grade with grey cement and no pigment laid over, complete all as specified & directed by Engr-In-Charge

M&L for factory made colour machine pressed precast concrete interlocking paver block any shape or size confirmimg to IS 15658 of 80mm thickness M-40 grade with grey cement and pigment laid over, complete all as specified & directed by Engr-In-Charge

M&L for factory made plain machine pressed precast concrete interlocking paver block any shape or size confirming to IS 15658 of 60 mm thickness M-35 grade with grey cement and no pigment laid over, complete all as specified & directed by Engr-In-Charge

M&L for factory made colour machine pressed precast concrete interlocking paver block any shape or size confirming to IS 15658 of 60mm thickness M-35 grade with grey cement and pigment laid over, complete all as specified & directed by Engr-In-Charge

Fixing only retrived machine pressed precast concrete interlocking paver block/tiles any shape or size with grey cement and no pigment laid over complete all as specified & directed by Engr-In-Charge.

M&L for 75mm thick PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in sub base floor, complete all as specified and directed.

M&L for sand filling under floors or in foundations including watering and consolidation, complete all as specified & directed by Engr-In-Charge.

M&l for 75mm thick PCC 1:2:4 type B-2 (using 40mm graded aggregate) as in top surface of Hard standing/path etc, finished the surface even and smooth without using extra cement, complete all as specified and directed.

S&F in repair salt-glazed stoneware gully traps of size 150mmx150mm, type P, square or round mouthed, complete all as specified and directed.

S&F for 75mm dia CI vent cowls as on top of the vent pipe, complete all as specifiedand and directed.

Contract Amount shall be derived after deducting the amount of Schedule of Credit in General Summary on serial page No 17 of tender documents.

M/s Shubham Enterprises (BID ID -3113550)

SRI SAI CONSTRUCTION COMPANY (BID ID -3112776)