Provn of sewage line, septic tank/soakage well, drainage and retaining wall at Yol Cantt under AGE B/R-I of GE (KH) Yol

Amount

PART-I:- Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thickness (below or above ground level) complete including removal of debris to a distance exc 1.5 km but n.exc 2 km, all as specified and as directed.

Excavation in trenches n exc 1.5 metre wide & n exc 1.5 metre in depth for foundation etc or for shafts, wells, cesspits manholes, pier holes etc n. exc 10 Sqm on plan n exc 1.5 metre in depth and getting out in any type of soil, complete all as specified.

Reinforced concrete pipes, class NP3, laid and jointed complete with collars, bore of pipe 150mm, including testing, complete all as specified and directed.

Plain cement concrete M-10 type C-2 nominal mix using 40mm graded aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for dia of pipe 150mm, all as specified. Note for Serial Item No 03:- (i) The unit rate include for use of form work. (ii) For width and depth of PCC bed - refer preamble (a) (i) (ii) on page 356 of SSR Pt-II). (iii) Haunching shall be as per MES SSR-part-I/Part-II

Reinforced concrete pipes, class NP3, laid and jointed complete with collars, bore of pipe 200mm, including testing, complete all as specified and directed.

Plain cement concrete M-10 type C-2 nominal mix using 40mm graded aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for dia of pipe 200mm, all as specified. Note for Serial Item No 05:- (i) The unit rate include for use of form work. (ii) For width and depth of PCC bed - refer preamble (a) (i) (ii) on page 356 of SSR Pt-II). (iii) Haunching shall be as per MES SSR-part-I/Part-II

Demolition and breaking up drain pipes (Salt glazed stone ware, AC or RCC pipes) 150mm dia and removal of demolished materials from the site as directed.

Demolition of cement concrete reinforced of any description in any position complete including removal of debris to a distance exc 1.5 km but n.exc 2 Km, all as specified and as directed.

Demolition of stones or brick masonry or block walling, built in cement mortar including all quoins, arches etc., but excluding ashlar facing, dressed stone work etc.complete including removal of debris to a distance exc 1.5 km but n.exc 2 Km, all as specified and as directed.

Plain cement concrete M-7.5, nominal mix, D-2, using 40mm graded mechanically crushed stone aggregate as in foundation, filling and mass concrete, complete all as specified.

Brick work with fly ash bricks, old size bricks having crushing strength not less than 75 Kg/Sqcm, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 (1 cement : 4 coarse sand), complete all as specified.

Rendering cement plaster 15mm thick in cement mortar 1:4 (1 cement : 4 coarse sand) in two layers (10mm thick first layer and 5mm thick second layer) on fair faces of brick wall or on concrete surfaces, surface finished even and smooth without using extra cement, mixed with WPC, all as specified. Note : Supply only Water proofing compound shall be measured and paid for seperately.

Supply only integral water proofing compound, complete all as specified.

Plain cement concrete M-15, nominal mix, B-0 using 12.5mm graded mechanically crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, chamfered angles and throating, complete all as directed Note :- (i) The unit rate include for use of form work (straight or curved). (ii) Reinforcement if any shall be measured and paid separately.

Plain cement concrete M-15 nominal mix, type B-1 using 20mm graded mechanically crushed stone aggregate as in surface channel and drains all as specified.

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds etc. all as specified.

Providing precast reinforced cement concrete 1:2:4, type B-1 (using 20mm graded mechanically crushed stone aggregate) but in landings, cover slabs (for man holes/soakage well etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces, set in cement mortar (1:6) (1 cement : 6 coarse sand), all as specified. Note :- (i) The unit rate include for use of form work (straight or curved). (ii) Reinforcement if any shall be measured and paid separately.

TMT bars 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in stirrups, spacers and binders, all as specified.

Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25cm thick each layer of soil all as specified.

Removing excavated material not exc. 1.5 km and n.exc 5 km and depositing where directed at a level not exc. 1.5m above the starting point complete all as specified.

Septic tank, excavation in ordinary soil, foundation in PCC 1:2:4, brick work in CM 1:4, RCC slab covers including RCC precast manhole cover having 6mm plate embedded all around/fibre reinforcement cover with angle iron frame vent shaft and sludge chambers etc complete for 100 users, complete all as specified and directed.

Soakage well excavation in ordinary soil, foundation in PCC 1:3:6, well of honey combed and solid in M-25 concrete, including intercepting chamber, screen chamber brick work in CM, RCC cover slab in M-25/RR masonary/filling with brick bats, complete of size 3.00mx4.50m deep, complete all as specified and directed.

100mm dia cast iron soil, waste and vent pipes (sand cast), in any length with or without ears with cement joints, fixed to wall including fixed in repair, complete all as specified and directed.

75mm dia cast iron soil, waste and vent pipes (sand cast), in any length with or without ears with cement joints, fixed to wall including fixed in repair, complete all as specified and directed.

100mm bore Cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) with oval access doors complete all as specified.

75mm bore Cast iron Bends (any radius), diminishing pieces or tapers (larger bore measured) with oval access doors complete all as specified.

PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenchs of bore 110mm including fixing adjustable clamps complete in repair, complete, all as specified.

PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenchs of bore 110mm including fixing adjustable clamps complete in repair, complete, all as specified.

PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement, complete all as specified.

Plain cement concrete M-10, nominal mix, C-2, using 40mm graded mechanically crushed stone aggregate as in foundation, filling and mass concrete, complete all as specified.

Rendering cement plaster 15mm thick in two layers (first layer 10mm thick and second layer of 5mm thick) in cement mortar 1:4 (1 cement : 4 coarse sand) on other than fair faces of brick wall/stone wall surfaces, surface finished even and smooth without using extra cement, all as specified.

Walling random rubble masonry with best quality locally available stone, uncoursed, well bonded, bedded, solidly hearted and built in cement mortar 1:6 (1 cement : 6 coarse sand), all as specified. Note: Locally available slate stone shall not be used.

All as per item No. 32 above but except stone.

Chequered cement concrete tiles machine pressed of size 20cmx20cmx 25mm thick over 75mm thick PCC 1:3:6 type C-2, set jointed & pointed in neat cement slurry with mixture of white and grey cement in equal proportions and no pigments match the shade of the slab in floors laid over and including 15mm thick screed bed in cement mortar 1:4 complete all as specified.

PVC pipe 110mm internal dia as in weep holes in retaining walls, complete all as specified and directed.

Precast reinforced cement concrete M-15 (Nominal mix) type B-1, (using 20mm graded crushed stone aggregate) set in cement mortar 1:4 (1 cement : 4 coarse sand) as in bond stones and the like all as specified and as directed. Note:- (i) Cost of form work shall be deemed to be included in unit rates quoted. (ii) Reinforcement shall be measured and paid separately under respective items of Schedule 'A'.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses, complete all as specified and directed.

Plain cement concrete M-10, nominal mix, type C-1, using 20mm graded mechanically crushed stone aggregate, 50mm thick as in plinth protection etc., surface finished even and smooth without using extra cement and laid to a slope of 1 in 24 in alternate panels n.exc. 1.20 Sqm each, 12mm wide and 5 cms deep joints shall be formed between the bays and shall be filled with mastic filling comprising a mixture of one part of heated blown bitumen VG-10 and two parts of heated coarse sand (by volume), all as specified. Note:- The unit rate include for use of form work (straight or curved).

M/S AMOLAK SINGH AND SONS

VIJAY KUMAR LAKHNI

gani bhatti and co

M/S MADAN GOPAL and CO

Eshaan Construction Co.

Ms Sunil Kumar

M/S VIG AND COMPANY