GE863/EWS-T-38 OF 2024-25

Amount

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

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

Demolition of brickwork / pre-cast blockwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework complete all as specified and directed.

Demolition of cement concrete (reinforced - reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for complete all as specified and directed.

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

Dismantling of cast iron, PVC or reinforced concrete pipes of internal dia 110 mm/ 75mm jointed in cement mortar and taking out of trenches if reqd, complete all as specified and directed

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed.

Add to items No 7 here-in-before for each additional 1.5 m or part thereof in depth beyond the first 1.5 m depth and getting out in hard/dense soil complete all as specified and directed.

Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed.

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

M&L for precast cement concrete block masonary type C-1 (1:3:6), using crushed stone 20mm graded aggregate, set and jointed in cement martar 1:6 for wall exc 10 cm in width, complete all as specified and directed.

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

M&L for flush pointing to random rubble stone masonary, uncoursed or brought upto courses in CM 1:4, complete all as specified and directed.

M&L For PCC type B1(1:2:4) using 20 mm graded cushed stone agg as in coping, cills, steps, plinth courses, string courses, lacing courses, kerb, bed plates, benching and like incl use of form work (straight or curved), complete all as specified and directed.

M & L for cement concrete type B-2, 1:2:4 (using 40 mm graded stone aggregate) as in surface channels and drains or benching in manhole complete all as specified and directed.

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

M&L Precast RCC 1:2:4 type B1 using 20mm graded aggregates in landings, cover slabs for drain/ manhole etc., set in cement mortar1:4, complete all as specified an directed. (Note : Slab covers shall be floated with surface vibrator,and over turfed base ,arrangement for turfed base has to be from contractors' side).

M&L for mild steel steel TMT bars 6mm dia to 8 mm dia, cut to length, bent to shape reqd ,incl cranking ,bending spirally for hooping for columns, 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 and directed.

M&L for rendering 15mm thick in CM 1:4 on fair faces of concrete surfaces incl finished even and smooth w/o using extra cement incl mixing of wpc, complete all as specified and directed. (Note: WPC shall be measured and paid for seperately as supply only).

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

S & F of 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to walls complete all as specified and directed.

S & F for 110 mm bore PVC (SWR) pipe, PVC (SWR) bends any radius, complete all as specified and directed.

S & F for 110 mm bore PVC (SWR) pipe, PVC (SWR) bends with access door any radius, complete all as specified and directed.

S & F for 110 mm bore PVC (SWR) pipe, PVC (SWR) junction single (Single 'T') equal or unequal, complete all as specified and directed.

S & F for 110 mm bore PVC (SWR) pipe, PVC (SWR) junction single (Single 'T') equal or unequal with access door, complete all as specified and directed.

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

S & F 75 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in tenches or in floors, complete all as specified and directed.

S & F for 75 mm bore PVC (SWR) pipe, PVC (SWR) bends any radius, complete all as specified and directed.

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

M&L joint free Non-Skid ceramic coloured tiles 7 to 8mm thick (square or rectangular) grade BII matt superior finish first quality area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match, over and including 15mm thick screed bed in cement mortar 1:4 complete all as specified and directed.

M&L for glazed ceramic coloured tiles in vertical surface 350mmx250mmx7mm /450mmx350mmx7mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10mm thick rendering as a backing coat in CM 1:4 on irregular face of walls complete all as specified and directed.

M & L for PCC 1:4:8 type D-2, 100mm thick, using 40mm graded stone aggregate as in sub base, floors and pavings, etc. complete all as specified and directed.

M & L for 15mm thick screed bed or bedding layer in cement mortar 1:4 for laying floor finishes complete all as specified and directed.

M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick with grey pigment cement and pigments set, jointed and pointed in neat cement slurry in floors, complete all as specified and directed.

M&L Machine pressed precast concrete interlocking paver block With Grey Cement and no pigment any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade over and incl 50 mm thick sand cushioning complete all as specified and directed

M & L for PCC 1:2:4 type B-0, 25mm thick, using 12.5mm graded stone aggregate as in subbase of flooring, complete all as specified and directed.

Construction of 50 users Septic tank to carry sewage and sullage water, with RCC (1:1.5:3) B-1 Roof Slab all as per shown in Drg No. STD 1320 (C) Sheet 1/3 to 3/3 with following specification. Excavation in any type of soil, precast cement concrete 1:3:6 (using 20mm graded stone aggregate) C-1 block masonary in Walls in CM 1:4, PCC as in sub-base and flooring, Base Slab, Baffle walls of RCC (1:1.5:3), Vent pipe, manhole openings with cover, connection, returning filling and removing complete all as specified in Drg No. STD 1320 (C) Sheet 1/3 to 3/3 and directed by Engr-in-charge. Note:- (i) precast cement concrete (20mm graded stone aggregate) C-1 block masonary in Walls as 700/600/500/400mm in lieu of 690/575/460/345mm respectively wherever shown in drawing. (ii) Stone boulders filling will be done in lieu of brick bats wherever shown in drawings.

M&L for 150 mm internal diameter of salt-glazed stone ware drain pipe Grade 'A' laid in trenches and jointed complete all as specified and directed.

M& L for cement concrete 1:4:8 type D-2, (using 40mm graded stone aggregate) as in bed to drain pipes of 150mm bore incl packing under and completely surrounding pipes with concrete after they are laid and tested complete all as specified and directed.

M&L 200 mm bore of reinforced concrete pipes, class NP 2 with one collar per length of pipe jointed complete all as specified and directed.

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

Returning filling in incl spreading, levelling, watering and well ramming in layers n exc 25cm thickness, complete all as specified and directed.

Removing surplus excavated material (SPOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.

Schedule of Credit

H S ENTERPRISE (BID ID -3169949)

M/S Gulab Singh (BID ID -3164179)

chankaya solutions (BID ID -3164219)

M/S Shamsher Negi Dewa (BID ID -3164279)