GEK-39/2020-21

Amount

Schedule 'A' Section - I

Demolition of brick work / stone masonary built in cement mortar including all quoins, arches, pillar etc 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.

Demolition of stone slabs and tiles of any description or thickness in floors aprons etc laid bedded and pointed in any mortar.

M & L walling of random rubble stone masonry, brought upto courses, well bonded, bedded and solidly hearted built in cement mortar 1:6 including raking or cutting out joints complete all as specified and directed.

All as per item No 4 above but "except stone" complete all as specified and as directed.

Providing cement concrete 1:3:6 Type C1 using 20mm graded aggregate as in, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed.

PVC (SWR) pipes 110mm dia as in weep holes in retaining wall complete all as specified and directed.

Raking out joints/ pointing to masonry or brick-work in cement mortar in single detached joints for flashing, etc.

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

Providing precast bond stone of plain cement concrete type C-1 (1:3:6) using 20mm graded crushed stone aggregate and set in cement mortar 1:6 complete all as specified and directed.

M&L 75 mm thick cement concrete type D-2, 1:4:8 (40 mm graded stone aggregate) as in sub floors, filling and mass concrete etc

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

Coloured Chequred cement conc tiles (30cmx30cmx25mm thick) in grey cement and pigment in floors etc , set and jointed in neat cement slurry complete all as specified and directed by Engineer-in-Charge.

M&L machine pressed precast concrete interlocking paver block of any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 grade with grey cement & no pigment

M&L Sand filling under interlocking coloured paver block average 25mm thick complete all as specified and as directed.

M&L for plain cement concrete type C-1 1:3:6 (using 20mm down graded stone aggregate) as in kerbs and below sewage pipe line including necessary form work complete all as specified and directed.

PCC (1:3:6) type C2 using 40mm graded agg as in surface channel / drains.

Extra for forming fair finished drain or channel 60 cm inner girth in forms, moulds/stopped ends etc.

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 Subathu Mil station complete all as specified and as directed by Engineer-in-charge. The location/ building/complex where work is to be carried out consist of the following:- (a) OTM and Md Accn of GE Subathu complex. (b) Kalidhar line.Area. (c) 15 No Area. (d)Gurubaksh line. (e) Old PAO Area (f) CRS Subathu Complex. (g) Officer mess Complex. (h) Station HQ Subathu OTM & Md accn. (i) Officers Quarters and Officers Messes in Subathu Mil Stn. and all rect company,ASI, all OTM and MD Accn of 14 GTC subathu NOTES:- (i) The Contractor will employe a Supervisor. The Supervisor so employed shall report to the concerned JE daily to give feed back and also to receive day to day sewage Complaints and necessary instructions for smooth running of the contract. (ii) He will carry out normal maintenance to sewage system as required at site. (iii) For any default/delay in attending the complaints recovery shall be effected as per contract conditions provided here-in-after. (iv) T & P as requiered for the work shall be arranged by the contractor without any extra cost to the deptt. (v) Supervisor engaged by the contractor shall take all necessary preventative safety measures and adequate precautions to avoid any health hazard and department shall not be held responsible for any unwanted incidence.

Dewatering of septic tank and soakage well any size and cleaning by taking out mud/sludge from septic tanks and soakage wellof any depth, in foul conditions and confined places, getting out and removing the sludge to a distance exc 250 m and n.exc 500 m and deposited where directed in and including borrow pits and covering the borrow pits with 10 cms thick layer of soil complete all as specified and directed. Note for item No 3 : Net contents of sludge shall be measured at the time of removal and paid. Quoted rate of tenderer is deemed to be inclusive of dewatering as required and nothing extra shall be admissible to the contractor on this account.

Excavation in trenches not exc 1.50 mtr deep and getting out in hard/dense soil complete all as specified & directed.

Material and labour for brick work with sub class ‘B’ bricks of class designation 10 all as per IS-1077-1992 (minimum compressive strength of brick 100 kg / Sqcm) old size bricks, straight or curved on plan exc 6 metre mean radius built in cement mortar 1:6 complete all as specified & directed.

Material & labour for rendering 15mm thick on fair faces of brick work in cement mortar 1:4 mixed with WPC @ 3% by weight of cement finished surface even and smooth without using extra cement complete all as specified and directed. Note :- ( WPC shall be measured and paid for separately as supply only )

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

Demolition and breaking up to 150mm dia drain pipes below ground level (salt glazed stoneware, AC or reinforced concrete and PVC) set in cement mortar incl PCC at any depth complete all as specified and as directed.

Material and labour for 150mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors and tested including fittings of same grade complete all as specified and directed.

Material and labour for plain cement concrete type D-2, 1:4:8 using 40mm graded crushed stone aggregate as in bed to drain pipes including packing under & haunching against the sides of pipes (150mm bore pipe) after the pipe are laid and tested complete all as specified and directed.

Material and labour for Precast cement concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in cover slabs of manholes, gully traps etc set in cement mortar (1:4) complete all as specified and directed.

Material and labour for cement concrete type B1 (1:2:4) using 20mm grades stone aggregate as in copings, bed plates, fixing of hold fasts and other similar works and the like incl weathering, slightly rounded or chamfered angles and throating as directed incl use and waste of necessary form work complete all as spd.

Returning, filling in including spreading, levelling, watering and well ramming in layers not exc in hard/dense soil

Removing exacavated soil n exc 50m and depositing where directed at a level n exc 1.5m above the starting point

Material and labour for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in plain cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required, internal dia of pipe 150mm all as specified and directed.

Material and labour for mild steel 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 0.9 mm dia. or securing with clips complete all as specified.

Dismantling PVC drain or vent pipe of any description in any position including bends branch pieces etc.

S&F 75mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall including clamps as required complete all as specified. (Make : Finolex,Diplast,Supreme)

S&F 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to floor/wall including clamps as required complete all as specified. (Make : Finolex,Diplast,Supreme)

S&F 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvant cement incl necessary PCC & form work as required complete all as specified. (Make : Finolex,Diplast,Supreme)

S&F 75mm dia PVC (SWR) bends with oval accesse door with rubber ring joints fixed as required complete all as specified. (Make : Finolex,Diplast,Supreme)

S&F 75mm dia PVC (SWR) junction single, (single T), equal or un equal with oval accesse door including jointing with solvant cement as required complete all as specified. (Make : Finolex,Diplast,Supreme)

S&F 110mm dia PVC (SWR) reducer, single, equal or un equal of any length including jointing with solvant cement as required complete all as specified. (Make : Finolex,Diplast,Supreme)

S&F 110mm dia PVC (SWR) bends, junction single, (single T), equal or un equal with oval accesse door including jointing with solvant cement as required complete all as specified. (Make : Finolex,Diplast,Supreme)

Amount of credit of Rs. 24,503.00 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.

Vishal Builder

M/S SHANTI SARUP DINESH CHAND

PRITPAL SINGH

S.R.AND CO.