CLEANING AND UPKEEP/REPAIR OF SEWAGE LINES, MANHOLES, TRAPS, SEPTIC TANKS, SOAKAGE WELL, FENCING, DRAIN, PATH/HARD STANDING, COMPOUND WALL WITH JALLIES IN AJMER MIL STN UNDER GE NASIRABAD

Amount

M & L cleaning of Nahani trap/Gully trap/Floor trap of any dia & removing silt/sludge & cleaning the blockage with water complete all as specified & directed. NOTE :- Quoted rates shall be inclusive of arrangement of mechanical instruments & water required. No extra shall be admissible on this account.

Cleaning of sewage line by roding manhole to manhole including manhole, manually, removing sludge/foreign material completely and making smooth flow of sewage water for 150mm dia bore pipes complete all as specified & directed.

Cleaning of sewage line by mechanically manhole to manhole including manhole, removing sludge/foreign material completely and making smooth flow of sewage water for 200mm dia bore pipes complete all as specified & directed. NOTE :- Quoted rates shall be inclusive of arrangement of mechanical instruments & water required. no extra shall be admissible on this account.

M&L for punching sewage line of any dia and sealing / making good with CM (1:4) / PCC (1:2:4) as required including earth work in any type of soil and any depth, returning, filling in and ramming complete all as specified & directed.

Bailing out & pumping of sewage water from septic tank of any size and removing the sewage water in closed container of capacity 3000 Ltrs (Approx) to a safe distance as directed by Engr-in-charge

Desludging septic tank of following capacty and removing sludge / silt and other foreign material including sewage water by mechanically and removing the same to outside MOD land in closed vehicles including cleanining the septic tank with clean water upto entire satisfaction of EIC complete all as specified and directed. NOTE :- Quoted rates shall be inclusive of arrangement of mechanical instruments & water required. no extra shall be admissible on this account.

Upto 100 users

For 100 to 150 users

For 150 to 200 users

For 200 users & above

Demolition of cement concrete (unreinforced) in any position and of any description not other wise specifically provided for complete all as specified and directed.

M & L for PCC (1:4:8) type D-2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified & directed.

Demolition of stone/brick masonry built in cement or cement lime mortar complete all as specified and directed.

M&L for stone walling, random rubble, uncoursed, well bonded, bedded and solidly hearted and built in cement mortar (1:6) complete all as specified and directed.

All as per sl item No 10.00 here in before but except stones. Note: Old servieable stones retrieved vide Sl item no 9.00 shall be reused.

M & L for brick work of fly ash bricks of old size built in CM (1:6) straight or curved on plan exc 6 m mean radius complete all as specified and directed.

Extra over random rubble stone walling for hammer dressing to face stones and dressing to face beds & joints, hammer dressing with maximum depression on face from straight edge held against the dressed surface not exc 20mm on (Sand stone) complete all as specified and directed

Excavating in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation, manholes etc and n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.

Returning, filling in including spreading, levelling, watering and well ramming in layers, n.exc 25cm thick with soil complete all as specified and directed.

Removing of excavated soils, not exc 50mtr and depositing where directed at a level n. exc 1.50mtr above the starting point complete all as specified and directed.oose soil complete all as specified and directed.

demolition and breaking up 150mm bore salt glazed stone ware drain pipe, AC or reinforced concrete pipe and jointed in CM complete all as specified and directed.

demolition and breaking up 200mm bore salt glazed stone ware drain pipe, AC or reinforced concrete pipe and jointed in CM complete all as specified and directed.

Provinding lowering, laying, aligning, fixing in position and joining at all level/ depths full round HDPE DWC (Duble wall corrugated) 150 mm dia pipes with reqd jointing accessories of SN-8 grade as per IS 16098 (Part 2) amended upto date in trenches in complete including all material, labour, sectional hydrotesting (including the cost and conveyance of water to site fortesting) and Comissioning as per Technical Specifications, drawings and as per direction of Engineer in charge. NOTE :- excavation measured and paid under relevant item.

M & L for 150mm bore salt glazed stone ware drain pipe grade 'A', ISI Marked laid in trenches and jointed in CM (1:1), tested complete as per IS-4121-1983 complete all as specified and directed.

M & L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate for bed including packing under & haunching against the sides of drain pipe after they are laid and tested for 150mm bore pipe complete all as specified and directed.

M & L for 200mm bore salt glazed stone ware drain pipe grade 'A', ISI Marked laid in trenches and jointed in CM (1:1), tested complete as per IS-4121-1983 complete all as specified and directed.

M & L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate for bed including packing under & haunching against the sides of drain pipe after they are laid and tested for 200mm bore pipe complete all as specified and directed.

Cutting into existing manholes for removing existing 150mm bore branch drain, making good to walling and rendering cutting out branch channel and making good benching in PCC (1:2:4) type B1 using 20mm graded stone aggregate and smooth finish with (1:3) complete all as specified and directed.

M&L for 150 mm reinforced concrete pipes, class NP2, laid in trenches and jointed complete with collars complete as per IS-783-1983 complete all as specified and as directed by the Engineer-in-Charge

Taking up/down AC soil, waste and vent pipe 100mm bore size set in CM from walls/trenches complete all as specified and directed.

All as per srl item No. 26.00 above but 75 mm bore.

S&F 100mm bore cast iron soil, waste and vent pipes in any length with or without ears with cement joints, laid to walls or in floors complete as per IS-3114-1983 complete all as spd and directed

All as per srl item No. 28.00 above but 75 mm bore.

S& F 100 mm CI bend (any radius), fixed with cement solvent complete, all as specified and directed

All as per srl item No. 30.00 above but 75 mm bore.

S&F 100mm CI branch pieces, single (equal or unequal), spun pipe fittings, 'Tee' & 'Y' ordinary or inverted (spigot or socket type) or with parallel branches without oval access door including replacing unservicable bend if any complete all as specified and directed.

All as per srl item No. 32.00 above but 75 mm bore.

Demolition and breaking up of rain water pipe /UPVC pipe line 100mm/75mm dia incl all fittings, complete all as specified & directed.

Supply & Fixed for 110mm dia UPVC, soil waste drain pipe, type ‘A’ , conforming to IS 13592-1992, single socketed, in any length with rubber rings joints or jointed with solvent cement joint, laid in trenches or in floors, complete all as specified and directed. Note- Rubber rings for pipes and fittings shall be conforming to IS 5382-1985

Supply & Fixed for 110mm dia UPVC, soil waste drain pipe, type ‘A’ , conforming to IS 13592-1992, single socketed, in any length with rubber rings joints or jointed with solvent cement joint fixed to wall, complete all as specified and directed. Note- Rubber rings for pipes and fittings shall be conforming to IS 5382-1985

Supply & Fixed for 75 mm dia UPVC, soil waste drain pipe, type ‘A’ , conforming to IS 13592-1992, single socketed, in any length with rubber rings joints or jointed with solvent cement joint fixed to wall, complete all as specified and directed. Note- Rubber rings for pipes and fittings shall be conforming to IS 5382-1985

Supply & Fixed for 110 mm bore UPVC (SWR) bend with access door including jointing with solvent cement, complete all as specified. Note - UPVC bends shall be conforming to BS 4515 DIN 19531 and DIN 19534

Supply & Fixed 110 mm bore UPVC (SWR) ( singleT) equal or unequal including jointing with solvent cement, complete all as specified.

Supply & Fixed 110 mm bore UPVC (SWR) branch piece,single ( singleY) equal or unequal including jointing with solvent cement, complete all as specified.

Supply & Fixed for 75 mm bore UPVC (SWR) bend including jointing with solvent cement, complete all as specified. Note- UPVC bends shall be conforming to BS 4515 DIN 19531 and DIN 19534

S&F PVC (SWR) 75 mm bore branch piece (Tee) fixed to walls with cement joint with or without ovel access door complete all as specified and directed.

S&F PVC (SWR) 110 mm bore PVC (SWR) vent cowl complete all as specified and directed.

S&F PVC (SWR) 75 mm bore PVC (SWR) vent cowl complete all as specified and directed.

Dismantling stone slab in cover slab etc any thickness, jointed in any mortar complete all as specified &directed.

M & L for 50mm thick roughly dressed sand stone slab for man hole covers jointed and pointed in CM (1:4) complete all as specified and directed.

M & L for 50mm thick roughly dressed sand stone slab for man hole covers jointed and pointed in CM (1:4) but except stone slab complete all as specified and directed.

M&L for providing pre-cast cement concrete Type B-1 1:2:4 (20 mm graded aggregate) in landings, cover slabs (for manholes etc) chullah hoods, chajjas, water troughs, mangers Shelves and similar articles with plaill faces set in cement mortar 1:4 complete all as spd and directed.

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

S&F Mild steel work as in bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required; hooks (stay), clamps and similar small articles conforming to Fe -290 Gde E-165 complete all as spd and directed.

Taking down cement or cement lime plaster from stone / brick wall, ceiling including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.

M&L for rendering 15mm thick in CM (1:4) on stone masonry wall on external surfaces finished fair and even complete all as specified and directed.

M & L for rendering 15mm thick in CM (1:4) on brick/concrete surfaces finished even and smooth without using extra cement complete all as specified and directed.

M&L PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in surface channel and drains/benching complete all as specified and directed.

Raking out joints/ pointing to stone masonry surface built in cement mortar and M&L for raised pointing in CM (1:4) to random rubble stone masonry, uncoursed or brought upto courses complete all as specified and directed.

M & L for precast reinforced cement concrete (1:2:4) type B-0 using 12.5mm graded stone aggregate as in louvers & Jallies, 50mm thick including all mouldings set in CM (1:4) complete all as specified and directed.

M&L for Providing precast cement concrete type C-1(1:3:6) (20 MM graded aggregates) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar complete all as specified & directed.

M & L for preparation of newly plaster surfaces of wall & applying two coats of cement base paint over a coat of alkali primer complete all as specified and directed.

M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in coping, bed block etc including weathering slightly, rounded or chamfered angles and throating as directed and including necessary form work complete all as specified and directed. formwork complete all as specified & directed.

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

Add or deduct to item No. 60.00 above for each 25 mm girth or part thereof over or under 30cm. Note: Quoted rate will be used only for adjustment in rate as per site requirement.

Dismantling posts or struts (Steel or RCC) of any section embedded in concrete, including taking out embedded portion and preparing post holes for providing new posts in any type of soil complete all as specified and directed.

Dismantling of fencing wire mesh, any type etc complete all as specified and as directed.

M&L for surface dressing n exc 15 cm deep in soft/loose soil complete all as specified and directed.

M & L for MS work for fencing post and struts made from angle iron and flat iron in any section including cutting tops to shape, drilling holes and notching for fixing of wires etc confirming to Fe-290 (Gde E-165) complete all as specified and directed.

Excavation in post holes (or similar holes) each n.exc 0.5 cum getting out, returning, filling in and ramming earth and removing surplus soil to a distance n.exc 50 m in soft / loose soil complete all as specified and directed.

M & L for PCC (1:3:6) type C-1 using 20mm graded aggregate as in fixing of posts or struts complete all as specified & directed.

Fixing only fencing post complete all as specified and directed.

M & L for MS round bar 10mm dia and over cut to length bent to shape required to fixing as required in fencing of confirming to Fe-290 (Gde E-165) complete all as specified and directed.

Supply only chain link MS zinc coating 60gms as per IS 4826 fencing of any mesh & 4mm dia of wire complete all as specified and directed. Note :- This item shall be measured and paid as per actual weight or standard weight as per SSR which ever is less.

Fixing only chain link fencing including line wire, any mesh, size and any type of standards rails straining bolt etc including provision of binding wire complete all as specified and directed.

S & F in repairs Galvanised 2 strand, steel barbed wire, 2.20mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, includdigng, securing or tying at crossings with and provisiion of galavnised (Zink coating 60 gsm) mild steel wire, staples or steel pins, etc as directed each line wire to measured complete all as specified and directed.

M & L for 5 to 10mm dia mild steel screw bolts (Machine made) with hexagonal or square head at one end and screwed the other or screwed both ends each screwed and to be bolted with washers and one hexagonal or square not exc 50mm long and dia of shank 5 to 10mm including fixed with welding to angle complete all as specified and directed.

M & L for preparation of new steel and iron surfaces, exc 10cm width or girth and apply two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed.

M & L for preparation of new steel and iron surfaces, n.exc 10cm width or girth and apply two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed.

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

M & L for machine pressed precast concrete interlocking tiles, reflective type, in path 60 mm thick, M-35 grade of approved quality laid over & including 50 mm sand cusion vibrated with mechinical vibrator complete all as specified and directed.

M&L for providing chequered cement concrete coloured tiles 20cm x 20cm x 25 mm thick set, jointed and pointed in neat cement slurry with grey cement and pigment laid over and including screed bed or bedding layer 20 mm thick in cm 1:6 as in floors complete all as specified and directed.

S&F in repair 70-80 mm thick sand stone kerb of roughly rectangular stones not less than of size- length 60 cm and width 30 cm , dressed so that the maximum depression from a straight edge held against the dressed surface shall not exceed 6mm for top and exposed surfaces of sides and 20mm for the rest of surfaces jointed in cement mortar 1:6 and struck flush complete all as specified and directed.

Material & Labour for preparation of old surfaces of kerb stone and applying two coats of synthetic enamel paint of different colour for neat and smooth finishing complete all as specified and as directed by Engr-in-charge.

M&L for applying two coats of glossy indigo floor coat emulsion paint premium series or equivalent on existing old paver block/chequered tiles /floors of any pattern incl removing caked mud,trading oil and greasy spots,cleaning with water complete all as spd and as directed by Engr-in-charge.

MITTAL ENTERPRISES

Shree Sai Ram Enterprises

Choudhary Traders and Engineers

GOMA CONTRUCTION COMPANY

M/S JAGDISH PRASAD AIRUN

ANAM BUILDCON