GE/S(U)-32/2020-21 CLEANING OF SEWAGE LINES SEPTIC TANKS AND MANHOLE AND REPAIR TO BOUNDARY WALL DRAIN IN NCSR CMDC 14 FD SUB GP 1 SIG GP 135 (I) FD WKSP 9 R AND O HELIPAD COLONY NSOI SPORTS COMPLEX 250 TRANSIT CAMP BIKRAM PARK AND TARAMOUNT UNDER AG

Amount

Removal of blockage and cleaning of cast iron pipes 100 mm/75 mm bore pipes by roddimg from man hole to man hole or man hole to cleaning eye, taking out al debrish, sludge and solid materials from sewage line and removing out side MOD land not less than 1000 Mtrs and well flushing with water after cleaning complete all as specified and directed.

All as per ser item No 1 but 150 mm bore complete all as specified and directed.

All as per ser item No 1 but 200 mm bore complete all as specified and directed.

Cleaning of cast iron pipes 100 mm/75 mm bore pipes by rodding with jute bags and well flushing with water after cleaning complete all as specified and directed.

Cleaning of floor traps and removing waste material etc to a distance not exceeding 50 m and burring in pits and re-filling the same complete all as specified and directed by Engr-in-Charge. Note :- The cost for excavation and earth work for pits is deemed to be included in the unit rate.

Removal of blockage/waste and cleaning gully traps and Nahani traps of any description and size and waste material etc to a distance not exceeding 50 m and burrying in pits and re-filling the same complete all as specified and directed by Engr-in-Charge. Note :- The cost for excavation and earth work for pits is deemed to be included in the unit rate all as directed.

Removal of blockage and cleaning of manholes of depth not exceeding 1.50 mtrs by removing sludge/liquid foul/waste etc complete and ensuring smooth flow of sewage including sprinkling of bleaching powder after cleaning of manholes and disposing the waste out materials not exceeding 50 mtrs and burying in pits and refiling the same complete all as specified and directed.

Removal of blockage and cleaning of manholes of depth exceeding 1.50 Mtrs but not exceeding 3 Mtrs, by removing sludge/liquid foul/waste etc complete and ensuring smooth flow of sewage including sprinkling of bleaching powder after cleaning of manholes and disposing the waste out materials not exceeding 50 Mtrs and burying in pits and refiling the same complete all as specified and directed.

Desluding/Dewatering of septic tank/soakage wells including intel/outlet chambers removing out all scum, siltresiduals sludge (both) organic/ inorganic nature) after plugging the incomming sewage lines through combined high pressure water jetting cum suction (vaccum) type machine mounted on LCV/HCV facility of high pressure vaccum and removing the same in the tank to a place outside MOD load meant for the purpose by local municipality complete all as specified and directed by Engr-in-Charge.

Cleaning of blocked WC any type and removing waste material etc to a distance not exceeding 50 m and burring in pits and re-filling the same complete all as specified and directed by the Engr-in-Charge.

Cleaning of shurbs/bushes around septic tank, filter bed, manholes and along the sewage line etc complete all as specified and directed.

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep and getting out in any type of soil complete all as specified and directed.

Excavation in trenches not exceeding 1.5 m wide but exceeding beyond 1.5 m depth and getting out in any type of soil complete all as specified and directed.

Demolition of cement concrete in ground floor and pavings not exceeding 15 cm thick below or above ground level complete all as specified and directed.

Returning filling in including spreading levelling watering and well ramming in layers not exceeding 25 cm thickness complete all as specified and directed.

Removing excavated soil to a distance not exceeding 50 m and depositing at a level not exceeding 1.5 m above the starting point complete all as specified and directed.

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

Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, pillars etc. complete all as specified and directed.

Brick work with sub class 'B' bricks exceeding 6 m mean radius straight or curved on plan built in cement mortar 1:4 complete all as specified and directed.

All as per ser item No 19 but except bricks complete all as specified and directed.

Rendering 15 mm thick in cement mortar 1:4 concrete or brick surfaces as in wall finishes even and smooth without using extra cement including mixing of WPC complete all as specified and directed.

Rendering 20 mm thick in cement mortar 1:4 on stone surfaces as in wall finishes even and smooth without using extra cement including mixing of WPC complete all as specified and directed.

PCC type B-1 (1:2:4) (using 20 mm graded cushed stone aggregate) as in coping, benching and the like including form work complete all as specified and directed.

PCC type C-1 (1:3:6) (using 20 mm graded crushed stone aggregate) as in surface channels and drains including all necessary form work etc. complete all as specified and directed.

Demolation of renieforced cement concret not exeeding 15 cm thickness (below or above ground level) complete all as specified and directed.

Reinforced cement concrete (1:2:4) type B-1 (using 20 mm graded crushed stone graded aggregate) work as in slabs supported on walls, beams etc. complete all as specified and directed.

Form work to soffits of suspended slabs and similar work not exceeding 200 mm thick complete all as specified and directed.

RCC 1:2:4 type B-1 (using 20 mm graded aggregates) for precast cement concrete slabs as in manhole covers set in cement mortar 1:4 complete all as specified and directed. Note : Precast man hole covers shall be casted on plat form approved by GE and curing shall be carried out in water tank continously for 14 days, the cost of temparary tank and plat form is deemed to be included in this item.

Mild steel steel TMT bars 10 mm dia and over cut to length bent to shape required, including cranking, bending spirally for hooping columns hooking ends and binding with mild steel wire annealed not less than 0.9 mm dia complete all as specified and directed.

Mild steel steel TMT bars 6 mm to 8 mm dia and over cut to length bent to shape required, including cranking, bending spirally for hooping columns hooking ends and binding with mild steel wire annealed not less than 0.9 mm dia 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, mitered ends etc. complete all as specified and directed.

Supply only integral water proofing compound complete all as specified and directed.

Cutting in to existing manholes for forming new drains and making good to pipe and making good to pipe and rendering, cutting out existing benching in cement concrete 1:2:4 type B-1 (in 1/2 or 3/4 round in section) and reforming benching as required for 150 mm bore pipe complete all as specified and directed.

Demolition and breaking up drain pipes 100 mm dia (Salt glazed ware, AC or reinforced concrete), set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes 150 mm dia (Salt glazed ware, AC or reinforced concrete), set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes 200 mm dia (Salt glazed ware, AC or reinforced concrete), set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes 300 mm dia (Salt glazed ware, AC or reinforced concrete), set in cement mortar complete all as specified and directed.

Salt glazed stone ware drain pipe 100 mm bore in trenches and jointed complete all as specified and directed.

Salt glazed stone ware drain pipe 150 mm bore in trenches and jointed complete all as specified and directed.

Salt glazed stone ware drain pipe 200 mm bore in trenches and jointed complete all as specified and directed.

Salt glazed stone ware drain pipe 300 mm bore in trenches and jointed complete all as specified and directed.

Concrete 1:4:8 type C-2 (using 40 mm graded aggregate) as in bed to 100 mm drain pipes including packing under and haunching against the sides pipes after they are laid and tested for complete all as specified and directed.

Concrete 1:4:8 type C-2 (using 40 mm graded aggregate) as in bed to 150 mm drain pipes including packing under and haunching against the sides pipes after they are laid and tested for complete all as specified and directed.

Concrete 1:4:8 type C-2 (using 40 mm graded aggregate) as in bed to 200 mm drain pipes including packing under and haunching against the sides pipes after they are laid and tested for complete all as specified and directed.

Concrete 1:4:8 type C-2 (using 40 mm graded aggregate) as in bed to 300 mm drain pipes including packing under and haunching against the sides pipes after they are laid and tested for complete all as specified and directed.

75 mm bore PVC (SWR) Soil, waste and vent pipes single socketed in any length with rubber ring joints fixed to walls in repair complete all as specified and directed.

110 mm bore PVC (SWR) Soil, waste and vent pipes single socketed in any length with rubber ring joints fixed to walls in repair complete all as specified and directed.

PVC (SWR) bends any radius 110 mm bore complete all as specified and directed.

PVC (SWR) bends any radius 75 mm bore complete all as specified and directed.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.

Framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted or forged into spikes, framed guard bars and similar work confirming to Fe-290, Grade E-165 complete all as specified and directed.

Preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide zinc chromate primer of any description over 10 cm in width or grith not otherwise described complete all as specified and directed.

Dismantling of 1000 ltrs capacity water tank of any description including all connection and removing from site complete all as specified and directed.

Rotational moulded polyethylene water storage tanks 1000 Ltr capacity (cylindrical veritcal with closed top) with threaded cap hoisted and fixed in position complete all as specified and directed.

Ball valves high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for 20 mm bore pipe and fixed (Minimum weight 142 gms) fixed as in repair complete all as specified and directed.

Random rubble masonary, uncoursed, well bounded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and directed.

Description all as per ser item No 55 here-in- above but brought upto course complete all as specified and directed.

Extra over stone walling (sand stone) for hammer dressing with miximum depression on face from straight edge held against the dressed surface not exceeding 20 mm to face stones (granite or trap stone) and dressing of face beds and joints, as specified or random rubble walling, uncoursed or brought upto courses complete all as specified and directed.

Flush pointing in CM 1:4 to random or polygonal rbble uncoursed or brought upto courses complete all as specified and directed.

Providing cement concrete type B-1 (1:2:4) (using 12.50 mm graded stone aggregate) as in coping including necessary form work complete all as specified and directed.

Dismantling old serviceable/unserviceable barbed wire including removing of unserviceable barbed wire from site and serviceable materials kept in safe custody for re-use complete all as specified and directed.

Galvanised 2 strand, steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of post including securing and tying at crossing with and provision of galvanised mild steel wire staple or steel pins etc complete all as specified and directed. (Each line wire to be mesured)

Fixing only old serviceable barbed wire complete all as specified and directed.

Mild steel confirming to grade Fe-165 (Fe-290) angle post or struts in fencing fixed independently including cutting and bending to shape as directed drilling holes, notching for wire etc. complete all as specified and directed.

Applying one coat of synthetic enamel paint including preapration of old steel surfaces over 10 cm width or girth complete all as specified and directed.

Dismantling chain link fencing any type complete all as specified and directed.

Excavation in post holes (or similar holes) each not exceeding 0.5 cum, getting out in soft and loose soil, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm watering and removing surplus soil to a distance not exceeding 50 m and making good surface complete all as specified and directed.

Supply only chain link M S galvanised fencing complete all as specified and directed.

Fixing only chain link fencing including link wires, any mesh size and type to any type of standard rails straining bolts etc including provn of binding wire complete all as specified and directed.

RCC 1:1.5:3 type A-1 (using 20 mm graded stone aggregate) as in columns supported on walls, piers posts and struts etc complete all as specified and directed.

RCC 1:1.5:3 type A-1 (using 20 mm graded aggregate) as in beams complete all as specified and directed.

RCC 1:1.5:3 type B-1 (using 20 mm graded aggregate) in foundation, including rafts, footings beams, plinth beams, bases for columns etc, undereamed piles and mass concrete complete all as specified and directed.

Use and waste of form work to side of pillars, posts, strut pier columns and stanchion, rough finished flat surface of concrete complete all as specified and directed.

Use and waste of form work to sides of concrete foundations footings bases of columns raft and raft beams sides and soffits (if any) of foundation and plinth beams and similar work vertical or to batter rough finished flat surface of concrete complete all as specified and directed.

Punched tape concertina coil (including spike and handle) with 50 turns and 1050 mm dia, width of barbed 9 mm dia width of barbed 9 mm and spacing of clips 23.5 mm to 24.5 mm c/c weight of coil will be 10 to 14 kg without packing. Coil length will be 6 m when opened up etc complete all as specified and directed.

PCC 1:3:6 type C-2 (using 40 mm graded aggregate) as in sub base of floors and pavings etc. complete all as specified and directed.

Sand cushioning/filling under gloors or laying interlocking tiles complete all as specified and directed.

Machine pressed precast concrete interlocking paver blocks lacquor finish any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade with grey cement and pigment complete all as specified and directed.

Dismantling floor, hearth or wall tiling including cement mortor bedding (but not backing), removing off the premises complete all as specified and directed.

Screed bed or bedding layers of 15 mm thick cement mortar 1:6 for laying floor finishes complete all as specified and directed.

10 mm thick rendering on fair faces of brick /concrete surfaces in cement mortar 1:4 and finished even and fair complete all as specified and directed.

300 mm x 200 mm x 7 mm thick coloured glazed ceramic tiles as in skirting/dado set and jointed in neat cement slurry and pointed in coloured cement to match the surface complete all as specified and directed.

Non skid coloured 7 to 8 mm thick area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed.

Providing 75 mm thick, plain cement concrete type D-2, (1:4:8) (using 40 mm graded aggregate) as in sub base of floors complete all as specified and directed.

Lacquar coated Chequered tiles 30 cm x 30 cm x 20-25 mm thick, set jointed and pointed in neat cement slurry as in path with white cement and pigment etc complete all as specified and directed.

Taking down cement plaster, any description on brick or stone or cement concrete surfaces of walls including raking out joints, hacking for key, scrubbing down with water etc, including removing the rubbish/debries outside MoD land complete all as specified and directed.

15 mm thick rendering in two layer (10 mm + 5 mm) on other than fair faces of brick/concrete surfaces of walls in cement mortar 1:4 and finished even and fair without using extra cement complete all as specified and directed.

15 mm thick rendering in two layer (10 mm + 5 mm) on fair faces of brick/concrete surfaces of walls in cement mortar 1:6 and finished even and fair without using extra cement complete all as specified and directed.

Mild steel galvanised 3.15 mm dia wire made for chain link fencing, size of the mesh 75 mm x 75 mm so as to filled with broken stone boulders fixed as required at site for earth retaining surface complete all as specified and directed.

Two coats cement base paint on new plastered surfaces including preparation of surfaces complete all as specified and directed.

Applying two coat of oil bound distemper over one coat of primer including preparation of newly plastered or unplastered surfaces of walls, tint and shade approved and complete all as specified and directed by the Engr-in-Charge.

One coats cement base paint on old plastered surfaces including preparation of surfaces complete all as specified and directed.

Providing precast cement concrete louveres jallies, 50 mm thick (measured solid), type B-0 1:2:4 (12.5 mm graded aggregate) including all mouldings complete all as specified and directed.

Dura stone ceramic tiles 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed.

Vitreous China squatting pan, 'Orissa' pattern, size 580 x 440 mm white, with integral foot rests including a provision of concrete bedding but fixed in repair complete all as specified and directed.

Cast iron 'P' or 'S' trap for bore of pipe 100 mm complete all as specified and directed.

PCC 1:5:10 type E-2 (using 40 mm graded brick aggregate) as in filling under sunken floors etc complete all as specified and directed.

Note : (a) Contractors representative/Engineer will report to Engr-in-Charge/concern JE daily in morning to collect complain for routine/urgent works related to sewage and plumbing work till completion of contract. (b) All routine/urgent jobs received on docket slip shall be attended within 24 hrs. If the nature of job is such that which can not be completed within 24 hrs, it shall be immediately brought in to the notice of Engr-in-Chrage, (c) The period for working to the such complains shall be decided by GE/Engr-in-Charge. If delay is more than 24 Hrs & GE/Engr-in-Charge is not satisfied with reason for delay in working then the penalty of Rs. 350/complain/day shall be recovered from contractor. (d) In case of any dispute arising from above the decision of Accepting Officer shall be final and binding.

AKBAR FURNITURE HOUSE AND TIMBER MERCHANT

khajuria builders

SINGH CONST CO