REPAIR TO SEWAGE LINE SEPTIC TANK, DRAIN AND OTHER MISC WORK AT DAGSHAI MIL STATION UNDER GE KASAULI.

Amount

Schedule 'A' Section - I

Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15cm thickness (below or above ground level) and disposing off the rubbish materials where complete all as specified and directed.

Demolition of cement concrete in sunken portion and floor as specified.

Dismantling floor hearth or wall tiling including cement mortar bedding removing serviceable tiles to store and rubbish off the premises, complete all as specified.

Taking down cement or lime plaster of any description from stone or brick walls etc including raking out joints, hacking for key scrubbing down with water and disposing off the rubbish complete all as specified and directed

Demolition of brick work or stone masonary built in cement mortar including quions, arches, pillars etc but excluding ashlar facing dressed stone work and precast concrete articles and disposing off the rubbish materials where complete all as specified and directed.

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

Demolition and breaking up 150mm dia salt glazed stone ware/AC/RCC drain pipes jointed in cement mortar and taking out of trenches removing the debries from site complete all as specified and as directed.

Taking up or down steel tubing and connections including cleaning for refixing or removal to store upto 15mm bore.

Taking up or down steel tubing and connections including cleaning for refixing or removal to store upto 20 mm bore.

Taking up or down waste and vent pipes of any type and any dia complete.

Excavation in trenches in hard/dense soil n. exc 1.5m wide and n. exc 1.50m deep and getting out complete all as specified and directed.

Excavation overs areas in hard/dense soil not exc 1.50m deep and getting out complete all as specified.

M&L for cement concrete 1:2:4 type B-1 ( using 20mm graded stone aggregate) as in hard standing including necessary form work and finishing surface even and fair without using extra cement complete all as specified and directed.

M&L for cement concrete 1:4:8 type D-2 ( using 40mm graded stone aggregate) as in sub base floor and in foundation including necessary form work and finishing surface fair and even complete all as specified and directed.

M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment set and jointed in neat cement slurry all as specified.all as specified and as directed.

M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and no pigment set and jointed in neat cement slurry all as specified.all as specified and as directed.

M&L for screed bed or bedding layer of mortar 20mm thick CM 1:6 for laying chequered tiling/interlocking paver block complete all as specified and directed.

M&L P.C.C (1:2:4), type B-1 using 20mm graded stone aggregate as in kerbs, rounded or chamfered on edges complete all as specified and directed

M&L cement concrete in surface channels and drain type C-1 1:3:6 (20mm aggregate) complete all as specified and directed

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

Material and labour for precast RCC (1:2:4) type B-1 using 20mm graded mechanically crushed stone aggregate as in landing cover slab for manholes , septic tank set in cement mortor ( 1:6) including necessary form work complete all as specified and as directed. (Reinforcement shall be measured separately)

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

M&L Lime concrete 1:2 using 40 mm graded brick agg as in sunken portion complete all as specified and directed

Supply only water proofing compound complete all as specified and directed

M & L 12 mm thick rendering in CM 1:4 on faces of sunken portion complete all as specified and directed.

M & L for coloured Non-skid ceramic tiles (square/rectangular) 7 to 8mm thick in floors, area of each tile exc.0.11 sqm but n.exc 0.18 sqm, set and jointed in neat cement slurry and pointed in white cement mixed with matching pigment all as specified.

Material and labour for Glazed ceramic coloured tiles in vertical surfaces exc 0.08sqm and n exc 0.16sqm, 7mm thick, set and jointed in neat cement slurry and pointed in white or colour cement to match with and including 10mm thick backing coat on vertical surfaces of wall in cement mortar 1:4 complete all as specified and as directed.

M & L for Renewing tiles in patches, area n exc 5 sq.m. including dismatnling and removing and cleaning of old tiles, preparing beds in cement mortar and laying or setting, jointing and pointing new or old tiles complete.

S&F in repairs Vitreous China wash hand basin white with pedestal flat back size 550x400 mm including brackets, complete all as specified.

S&F PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets 10 Ltrs capacity complete all as specified complete all as specified and directed by Engr-in-Charge.

S&F Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts,) complete incl making good to floor to match with adjoining surfaces all as directed by Engr-in-Charge

S&F EWC seat cover, in white colour, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device, in repairs complete all as specified and directed by Engr-in-Charge.

S&F as in repair fixing WC Orissa pattern of size 580x440mm white with integral foot rest (excluding flushing cistern and flush pipe) including provision of lime concrete bedding etc complete all as specified and directed by Engr-in-Charge.

M & L for 15mm bore `Medium grade` GI tubing with all fitting and to walls and ceilings or laid in floors complete all as specified complete all as specified and as directed by the Engineer-in-Charge.

M & L for 20mm bore `Medium grade` GI tubing with all fitting and to walls and ceilings or laid in floors complete all as specified complete all as specified and as directed by the Engineer-in-Charge.

S & F in repair 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to laid in trenches or in floors/wall complete all as specified and as directed by the Engineer-in-Charge.

S & F in repair 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors/wall complete all as specified and as directed by the Engineer-in-Charge.

S&F PVC(SWR) bend 110mm dia bore complete all as specified and directed by Engr-in-Charge.

S&F PVC(SWR) bend 75mm dia bore complete all as specified and directed by Engr-in-Charge.

S&F in repair 100 mm dia PVC(SWR) 'P' trap including jointing with solvent cement etc complete all as specified.

S&F in repair 15mm bore angle cock, chromium plated, brass, fancy type, screwed both ends for iron pipe or for union etc complete all as specified and directed.

S&F in repair 15mm bore PVC connection with brass nut of length 450mm etc complete all as specified and as directed.

S&F in repair 15mm bore Bib taps, chromium plated cast copper alloy, fency type with crutch or butter fly handle, screwed down for iron pipe or for brass ferrule etc complete all as specified and directed.

Ditto as item No 43.00 above but long body.

S&F in repairs PVC waste down pipe 32 mm bore etc complete all as specified and directed.

S&F in repairs 32mm chromium plate coupling for WHB complete all as specified and directed.

S & F in repair for 15mm bore pillar tap fancy type, cast copper alloy chromium plated screwed down, high pressure with crutch or butter fly handle etc complete all as specified and directed.

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

M & L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 as in retaining wall ,parapet wall, drain etc complete all as specified and directed.

All as per item No 49.00 but except stone complete all as specified and directed.

M & L for Rendering 15mm thick in cement plaster 1:4 on fair faces of brick work or concrete surfaces incl finishing surface without using extra cement complete all as specified and directed.

M&L for loose filling with broken brick aggregate of gauge 80 to 150 mm in soakage pits complete all as specified and as directed.

Removing excavated materials n.exc 50 m and depositing where diretected at a level n.exc 1.5 m above the starting point in soil complete all as specified.

M&Lfor PCC (1:4:8) type D2 ( using 40mm graded stone aggregate ) as in the drain pipe incl packing under & haunching against the side of pipe after they are laid and tested for 150mm dia compelete all as specified.

M&L for salt glazed stone ware drain pipe laid in trenches and jointed all as specified (internal dia of pipe 150 mm bore pipe) complete all as specified.

M&L for 450 mm dia reinforced concrete pipes, class NP2, laid in trenches and jointed including demolition complete all as specified and as directed.

M&L for loose filling with broken brick aggregate of gauge 80 to 150 mm in soakage pits complete all as specified and as directed.

Cutting in to existing manholes for connecting drain pipes making good to pipe and rendering cutting out existing benches for and forming branch channel (1/2 round or 3/4 section)in cement concrete (1:2:4) type B1 smooth finished and reforming benching as required for 150 mm internal bore pipe complete all as specified.

Cleaning of septic tank incl sludge chambers by removing sludge and sludge water by pumping or manually or other means and the sludge /sludge waste night soil and solid soil waste night soil including slugde water from the septic tank of any capacity and disposed off to distance n. exc to 100 mtrs and depositing the same in ditch(including excavation of ditches and making good the surface and as required)including taking off and refixing manholes covers complete all as specified and directed.

M&L for 75 mm PVC (SWR) floor trap fixed with PCC 1:2:4 type B-1(1:2:4) and solvent cement complete including jointing to waste pipe and taking out old unserviceable floor trap all as specified and directed .

Supplying and laying of 20mm dia CPVC Pipes SDR 11 & plain CPVC SDR 11 fittings on walls/ ceiling or laying in floors complete all as specified.

S&F for CPVC Brass Tee of dia 20mm to CPVC /GI Pipe all as specified directed.

S&F for CPVC Brass Elbow of dia 20mm to CPVC /GI Pipe all as specified directed.

S&F for CPVC Brass MTA/ FTA of dia 20mm to CPVC /GI Pipe all as specified directed.

Comprehenshive maintenance and cleaning of sewage system including sewage lines, manholes, soakage wells/soak-pits, gully traps, septic tanks attending bloakages in WCs/ WHBs/Drains etc by employing necessary resources including T&P at Dagshai Mil station all as directed by Engineer-in-charge. The location/ building/complex where work is to be carried out consist of the following:- (a) 5/5 GR (OTM and md Accn) (b) 49 Fd Wksp Coy EME (OTM and md accn). (c) MH section Hospital (OTM and md accn) (d) OTM and md accn of MES Dagshai (e) Officers Quarter and Officers Mess of 5/5 GR.

NOTES:- (For Item No. 65.00) (i) The contractor will employe Engineer as required under Condition 25 of IAFW 2249 and adequate number of labour / Safaiwala in various area to maintain the sewage system functinal upto the entire satisfaction of the Engineer - in - charge. (ii) The Engineer so employed shall report to the concered JE daily to give feed back and also to receive day to day sewage complaints and necessary instruction for smooth running of the contract. (iii) Contractor will carry out normal maintenance to sewage system as required at site. (iv) For any default/delay in attending the complaints recovery shall be effected as per contract conditions provided here-in-after. (v) T & P as requiered for the work shall be arranged by the contractor without any extra cost to the deptt. (vi The contractor shall take all necessary preventative safety measures and adequate precautions to avoid any health hazard to labour/ safiwala and department shall not be held responsible for any unwanted incidence.

Amount of credit of Rs. 8657.40 for retrived old material as mentioned in Schedule 'A' section-II of tender document in pdf form, will be deducted offline while acceptence of tender.

Durga Construction