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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.5 LAccepted-AOC | L1 | Accepted-AOC Lowest amount quoted | |
| 2 | L2₹26.2 L+₹10.1 L (62.7%)Rejected-Finance | L2 | Rejected-Finance Second lowest amount quoted | |
| 3 | L3₹29.7 L+₹13.6 L (84.5%)Rejected-Finance H NO 2702 JHANDA CHCOWK PURANI BASTI RANJHI JABALPUR M P 482005 | JABALPUR | MADHYA PRADESH | 482005 | L3 | Rejected-Finance Highest amount quoted |
Tender Value
Refer Docs
EMD Value
₹60,000
Closing Date
3 Mar 2022, 6:00 pmClosed
Shri Dhiraj Kumar, IDSE, EE
Garrison Engineer (East), Near COD Estate, Ranjhi, Jabalpur (MP)-482011
As per BOQ
2022_MES_505755_1
8399/E8
Open Tender
Civil Works
Item Rate
334 days
Garrison Engineer (East) Jabalpur
D a (i)
7 documents required · 7 mandatory
₹500
Garrison Engineer (East) Jabalpur
₹60,000
Yes
19 Mar 2022
4 Feb 2022
5 Mar 2022
4 Feb 2022
3 Mar 2022
17 Feb 2022
4 Feb 2022 - 11 Feb 2022
Amount
(A) SHEDULE FOR "UNRESTRICTED AREA"
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5m depth in any type of soil etc complete all as specified and directed.
Excavation in trenches not exceeding 1.5m wide for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and exceeding 1.5m depth but not exceeding 3.0 depth in any type of soil etc complete all as specified and directed.
Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed.
Removal of excavated materials not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed.
M&L for demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete DWC ) set in cement mortor for 100 mm internal dia of pipe complete all as specified and directed.
M&L for demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete DWC ) set in cement mortor for 150 mm internal dia of pipe complete all as specified and directed.
M&L for demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete, DWC ) set in cement mortor for 200 mm and above internal dia of pipe complete all as specified and directed.
M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 100 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded stone aggregate complete all as specified and directed.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded stone aggregate complete all as specified and directed.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded stone aggregate complete all as specified and directed.
M&L for SGSW drain pipes laid in trenches of 100 mm internal diameter of pipe and jointed as specified complete all as specified and directed.
M&L for SGSW drain pipes laid in trenches of 150 mm internal diameter of pipe and jointed as specified complete all as specified and directed.
M&L for SGSW drain pipes laid in trenches of 200 mm internal diameter of pipe and jointed as specified complete all as specified and directed.
Supply, laying and jointing 150 mm nominal bore dia DWC(HDPE double wall corrugated), socketed and sewage pipes having 6.0 M length, conforming to IS 16098 (Part-2) of SN-4 Stiffiness with and including necessary jointing matrials etc complete all as specified and directed. Make : Ultra plus of make : Supreme or equivalent brand , kisan Mouldings pvt ltd or fenotex or DURTON or KAVERI as approved by GE.
Supply, laying and jointing 200 mm nominal bore dia DWC(HDPE double wall corrugated), socketed and sewage pipes having 6.0 M length, conforming to IS 16098 (Part-2) of SN-4 Stiffiness with and including necessary jointing matrials etc complete all as specified and directed. Make : Ultra plus of make : Supreme or equivalent brand , kisan Mouldings pvt ltd or fenotex or DURTON or KAVERI as approved by GE.
Supply, laying and jointing 300 mm nominal bore dia DWC(HDPE double wall corrugated), socketed and sewage pipes having 6.0 M length, conforming to IS 16098 (Part-2) of SN-4 Stiffiness with and including necessary jointing matrials etc complete all as specified and directed. Make : Ultra plus of make : Supreme or equivalent brand , kisan Mouldings pvt ltd or fenotex or DURTON or KAVERI as approved by GE.
Cutting opening around floor trap(wall junction ) nahani trap and repairing joint leaking using cement slurry include replacing the damaged traps and making good the surface to match with adjoining area and ensure leak proof joint complete all as specified and directed.
M&L for grass cutting around Manhole and Sewage Line complete all as directed.
M&L for repairs to existing leakage of pipe joints of CI,AC,and PVC pipes by cutting out leakage portion and refitting the same with cement or solvent and ensure leak proof joints /junctions of any bore of pipe
M&L for Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM 1:6 complete all as specified and directed. Note : (a) Curing tank should be construeted 4x4x.9 m at ridge road complain cell. (b) Steel from work must be used for casting. (c) PCC Platefrom must be construction at ridge road comlpain cell. (d) Mild steel plate surrouding each cover slab . it shoud paid separately and TMT Bar will be be paid separately.
M&L Fromwork to Soffiting of Suspended slab such as roof slab,floor slabs landing and similar work not exceeding 200 mm thickness as directed by Engr-in-Charge.
M&L for Mild Steel TMT bar 8 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
Repairing sunken floor leakage by taking out existing nahani trap/floor traps carefully by digging out from its position and provision of new PVC (SWR) nahani trap n .exc 100mm dia and fix with cement concre 1:2:4 B1 using 20 mm grade stone with WPC mixing in concrete and joining the same to existing waste pipe of any dia and ensure leak proof joints including making good the adjoining area to match with existing floor tiles etc with grating, complete all as specified and as directed.
S&F in repair 127 x 127 Crokroch Trap chromium plated grating Make Prayag Cat FT-24 fixed on floor trap / nahni trap in Cement mortar 1:6 , all as specified and directed by Engr-in-Charge.
S&F in repair 127 x127 Crokroch Trap chromium plated grating Make Prayag Cat FT-28 fixed on floor trap / nahni trap in Cement mortar 1:6 , all as specified and directed by Engr-in-Charge.
S&F in repair 15mm bore bib tap chorime plate alloy with crutch or butterfly handels screwed down for iron pipes or for brass ferrule all as specified and directed by Engr-in-Charge.
S&F in repair 15mm bore stop valves chorime plate alloy screwed down high pressure with crutch or butter fly handles screwed both ends for iron pipe or for union all as specified and directed by Engr-in-Charge.
S&F PVC connection 15mm size with PTMT nuts of length 600mm all as specified and directed by Engr-in-Charge.
Taking down steel tubing and connections incl cleaning for refixing or removal form site for 15mm bore pipe all as specified and directed by Engr-in-Charge.
All same as per srl item No 30 above but 20mm bore pipe all as specified and directed by Engr-in-Charge.
S&F 15mm bore tubes medium grade galvanized with all fitting and fixed complete to walls and ceilings or laid in floors of any length all as specified and directed by Engr-in-charge. Make:- JINDAL/PRAKASH/TATA.
All same as per srl item No 32 above but 20mm dia all as specified and directed by Engr-in-Charge.
Refixing 15mm bore tubes medium grade galvanized with all fitting and fixed complete to walls and ceilings or laid in floors of any length all as specified and directed by Engr-in-Charge.
All same as per srl item No 34 above but 20mm dia all as specified and directed by Engr-in-Charge.
S&F in repair brass chromium plated bottle trap 32mm bore for wash hand basin with inlet & outlet screwed for pipes or connection incl necessary packing union and cap complete all as specified and directed by Engr-in-charge.
S&F in repair PVC low level flushing cistern complete with siphon handle lever float valve and PVC bend incl connecting to ITWC/ ETWC and fixing on wall bracket complete all as specified and directed by Engr-in-Charge.
S&F in repair vitreous china squatting pan white orissa pattern size 580 x 440mm with integral foot rests (excludig flushing cistern & flush pipe) withcast iron trap portion to match with the existing surface of floor all as specified and directed by Engr-in-Charge.
S&F in repair vitreous china semi-pedeestal pattern (Anglo indian type) (excludig flushing cistern & flush pipe) withcast iron trap portion to match with the existing surface of floor all as specified and directed by Engr-in-Charge.
M&L for wash down water closet vitreous china white pedestal pattern with 'P' or 'S' trap including connecting to outgoing drain pipe & to flushing pipe excluding flushing cistern, flush pipe & Seat and cover for padestal complete all as specified and directed.
S&F repair plastic water closet seat, white/ black closed pattern with flat bottom and cover and mild steel chromium plated or aluminized hinging device all as specified and directed by Engr-in-Charge.
S&F in repair Health faucet,( code ALD 573 of Jaquar or equavalent)
S&F vitreous china wash basin white flat back size 550 x 400mm excluding taps, waste, chain & plug and porcelain stopper but incl brackets all as specified and directed by Engr-in-Charge.
Dismantling floor, hearth or wall tiling in-cluding cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.
M&L for non skid ceramic coloured tiles 7 to 8 mm thick area of each tile exceedeing 0.11 n sqm, etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed bed in CM (1:6).
Material and labour for Glazed ceramic tiles of size 350x 250x 7mm/ 450X 350X 7mm thick in vertical surfaces such as dado/ skirting etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10mm thick rendering in CM 1:4 all as specified.
Cleaning of septic tank by removing septic tank cover , pumping out fluid, removing, sludge/sediments by mechanical means, transporting the fluid/sludge etc in covered containers by manually or mechanically and burying the same in pits where directed including necessary excavation refill and disposal of surplus soil etc complete, cleaning of septic tank with water placing the covers intact, removing bush/ vegetation near by septic tank to an extent of 3 mtrs around all as directed by Engr-in-Charge.
Up to 100 User Septic tank Capacity.
More than 100 User and up to 400 User septic Tank Capacity.
Cleaning/opening of all blockage for the following by mechanically/manually by roding/pumping or any other suitable means of any type and any depth and also to remove the sludge/solid contents out of defence land including covering with a layer of earth and repositioning of the RCC/CI cover slab all as directed by the Engineer-in-Charge.
Upto 100mm bore pipe.
Exceeding 100mm bore but not exceeding 150mm bore pipes.
Exceeding 150mm bore but not exceeding 200mm bore pipes.
Cleaning/opening of blockage of mechnically / manually by rodding,pumping or any other suitable means sludge/solids/liquid materials,outsideMD land, complete all as specified form the following Note (i):-The complaint shall be cleared/rectified to the complete satisfaction of Engineer-in-Charge within the same day. (ii). Four sweeper with T&P/ mechanical equipments shall be provided by contractor on each working day for 08 hours per day per sweeper to clear any type of blockage for manholes, gully trap, Nahani trap, bottle trap, WC etc on day to day complaint basis by user. (iii) The contractor representative alongwith four sweepers will report at 0900 hrs to the sub division for complaints and submit completion report at 1700 hrs everyday. (iv) Complaint should be completed within 24 hrs otherwise penalty will be charged @ Rs 100.00 per complaint (iv) All the safety measures shall be taken by the Contractor as per safety code.
Water closets any description and cutting hole for outlet pipe and cutting smalls plants and grass and proper fixing with CM 1:3 and including trap and CI/PVC pipe line upto first manhole
Floor trap/ Nahani trap upto and including gully traps.
Pipe from gully trap upto first man hole ( excluding gully traps).
Demolition of concrete ground floors and pavings n. exc. 15cm thickness (below or above ground level) unreinforced.
Demolition of reinforcement Cement concrete ground floors and pavings n. exc. 15cm thickness (below or above ground level).
Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.
M&L for Precast cement concrete block soild blocks PCC 1:2:4 type B-1 using 20 mm aggregated masonry with exc 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed.
M&L Brick work using old bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed. (only for soak well).
M&L broken bricks of guage not exceeding 63mm for loose fillling in soakage pit, soakage wells complete all as specified and directed.
M&L Brick work using old bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 in half brick thick wall complete all as specified and directed.
Supply only liquid water proofing compound ISI marked.
Taking down cement plaster any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed.
M&L for rendering on fair faces of brick work or concrete surface of wall 15mm thick in CM 1:6 and to be finished even and smooth without using extra cement complete all as specified and directed.
M&L 15 mm thick rendering in CM 1:4 on external surfaces of walls & top surfaces of chajja/roof/ceiling mixed with liquid water proofing compound as per manufacturer's instn surface finished even and smooth without using extra cement.(WPC shall be measured and paid seperately).
Taking down of eves gutter pipes of any size or pattern including all fittings etc complete all as specified and directed.
S&F, PVC (SWR) pipes 110mm bore single socketed, in any length with rubber ring joints, laid in trenches or in walls complete all as specified and directed.
Same all as per item Srl No 70 above but 75mm bore complete all as specified and directed.
Same all as per item Srl No 70 above but 40 mm bore complete all as specified and directed.
S&F PVC (SWR) bends ISI marked any radius of 110 mm bore with access door complete all as specified and directed.
S&F PVC (SWR) bends ISI marked any radius of 75 mm bore with access door complete all as specified and directed.
S&F PVC (SWR) bends ISI marked any radius of 40 mm bore with access door complete all as specified and directed.
S&F PVC (SWR) junction single, (single T) equal or un equal of 110 mm bore of pipe complete all as specified and directed.
S&F PVC (SWR) junction single, (single T) equal or un equal of 75 mm bore of pipe complete all as specified and directed.
S&F PVC (SWR) branch pices (single Y) equal of 110 mm bore of pipe complete all as specified and directed.
S&F PVC (SWR) branch pices (single Y) equal or un equal of 75 mm bore of pipe complete all as specified and directed.
S&F PVC (SWR) junction single, (double T) equal or un equal of 110 mm bore of pipe complete all as specified and directed.
S&F PVC (SWR) junction single, (double T) equal or un equal of 40 mm bore of pipe complete all as specified and directed.
M&L PVC (SWR) floor trap 75 mm, setting and jointing with solvent cement complete all as specified and directed.
M&L PVC (SWR) mulit trap 75 mm, setting and jointing with solvent cement complete all as specified and directed.
M&L PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and directed.
M&L for colour rubber moulded Chequered cement concrete tiles 30cm x 30cm x 25mm thick set, jointed and pointed in neat cement slurry in floors with white cement and pigments complete.
M&L for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed.
M&L for Machine pressed precast cement concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade.
fixing only Machine pressed precast cement concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade.
(B) SCHEDULE FOR "RESTRICTED AREA"
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5m depth in any type of soil etc complete all as specified and directed.
Excavation in trenches not exceeding 1.5m wide for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and exceeding 1.5m depth but not exceeding 3.0 depth in any type of soil etc complete all as specified and directed.
Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed.
Removal of excavated materials not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed.
M&L for demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 100 mm internal dia of pipe complete all as specified and directed.
M&L for demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 150 mm internal dia of pipe complete all as specified and directed.
M&L for demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 200 mm and above internal dia of pipe complete all as specified and directed.
M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 100 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded stone aggregate complete all as specified and directed.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded stone aggregate complete all as specified and directed.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded stone aggregate complete all as specified and directed.
M&L for SGSW drain pipes laid in trenches of 100 mm internal diameter of pipe and jointed as specified complete all as specified and directed.
M&L for SGSW drain pipes laid in trenches of 150 mm internal diameter of pipe and jointed as specified complete all as specified and directed.
M&L for SGSW drain pipes laid in trenches of 200 mm internal diameter of pipe and jointed as specified complete all as specified and directed.
Supply, laying and jointing 150 mm nominal bore dia DWC(HDPE double wall corrugated), socketed and sewage pipes having 6.0 M length, conforming to IS 16098 (Part-2) of SN-4 Stiffiness with and including necessary jointing matrials etc complete all as specified and directed. Make : Ultra plus of make : Supreme or equivalent brand , kisan Mouldings pvt ltd or fenotex or DURTON or KAVERI as approved by GE.
Supply, laying and jointing 200 mm nominal bore dia DWC(HDPE double wall corrugated), socketed and sewage pipes having 6.0 M length, conforming to IS 16098 (Part-2) of SN-4 Stiffiness with and including necessary jointing matrials etc complete all as specified and directed. Make : Ultra plus of make : Supreme or equivalent brand , kisan Mouldings pvt ltd or fenotex or DURTON or KAVERI as approved by GE.
Supply, laying and jointing 300 mm nominal bore dia DWC(HDPE double wall corrugated), socketed and sewage pipes having 6.0 M length, conforming to IS 16098 (Part-2) of SN-4 Stiffiness with and including necessary jointing matrials etc complete all as specified and directed. Make : Ultra plus of make : Supreme or equivalent brand , kisan Mouldings pvt ltd or fenotex or DURTON or KAVERI as approved by GE.
Cleaning of septic tank by removing septic tank cover , pumping out fluid, removing, sludge/sediments by mechanical means, transporting the fluid/sludge etc in covered containers by manually or mechanically and burying the same in pits where directed including necessary excavation refill and disposal of surplus soil etc complete, cleaning of septic tank with water placing the covers intact, removing bush/ vegetation near by septic tank to an extent of 3 mtrs around all as directed by Engr-in-Charge.
Up to 100 User Septic tank Capacity.
More than 100 user and up to 400 User septic Tank Capacity.
Cleaning/opening of all blockage for the following by mechanically/manually by roding/pumping or any other suitable means of any type and any depth and also to remove the sludge/solid contents out of defence land including covering with a layer of earth and repositioning of the RCC/CI cover slab all as directed by the Engineer-in-Charge.
Upto 100mm bore pipe.
Exceeding 100mm bore but not exceeding 150mm bore pipes.
Exceeding 150mm bore but not exceeding 200mm bore pipes.
Cleaning/opening of blockage of mechnically / manually by rodding,pumping or any other suitable means sludge/solids/liquid materials,outsideMD land, complete all as specified form the following Note (i):-The complaint shall be cleared/rectified to the complete satisfaction of Engineer-in-Charge within the same day. (ii). Four sweeper with T&P/ mechanical equipments shall be provided by contractor on each working day for 08 hours per day per sweeper to clear any type of blockage for manholes, gully trap, Nahani trap, bottle trap, WC etc on day to day complaint basis by user. (iii) The contractor representative alongwith four sweepers will report at 0900 hrs to the sub division for complaints and submit completion report at 1700 hrs everyday. (iv) Complaint should be completed within 24 hrs otherwise penalty will be charged @ Rs 100.00 per complaint (iv) All the safety measures shall be taken by the Contractor as per safety code.
Water closets any description and cutting hole for outlet pipe and cutting smalls plants and grass and proper fixing with CM 1:3 and including trap and CI/PVC pipe line upto first manhole.
Floor trap/ Nahani trap upto and including gully traps.
Pipe from gully trap upto first man hole ( excluding gully traps).
Demolition of concrete ground floors and pavings n. exc. 15cm thickness (below or above ground level) unreinforced.
Demolition of reinforcement Cement concrete ground floors and pavings n. exc. 15cm thickness (below or above ground level).
Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.
M&L Brick work using old bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed. (only for soak well).
M&L broken bricks of guage not exceeding 63mm for loose fillling in soakage pit, soakage wells complete all as specified and directed.
M&L Brick work using old bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 in half brick thick wall complete all as specified and directed.
Supply only liquid water proofing compound ISI marked.
Taking down cement plaster any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed.
M&L for rendering on fair faces of brick work or concrete surface of wall 15mm thick in CM 1:6 and to be finished even and smooth without using extra cement complete all as specified and directed
M&L 15 mm thick rendering in CM 1:4 on external surfaces of walls & top surfaces of chajja/roof/ceiling mixed with liquid water proofing compound as per manufacturer's instn surface finished even and smooth without using extra cement.(WPC shall be measured and paid seperately).
M&L for Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM 1:6 complete all as specified and directed. Note : (a) Curing tank should be construeted 4x4x.9 m at ridge road complain cell. (b) Steel from work must be used for casting. (c) PCC Platefrom must be construction at ridge road comlpain cell (d) Mild steel plate surrouding each cover slab . it shoud paid separately and TMT Bar will be be paid separately.
M&L Fromwork to Soffiting of Suspended slab such as roof slab,floor slabs landing and similar work not exceeding 200 mm thickness as directed by Engr-in-Charge.
M&L for Mild Steel TMT bar 8 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete.
Repairing sunken floor leakage by taking out existing nahani trap/floor traps carefully by digging out from its position and provision of new PVC (SWR) nahani trap n .exc 100mm dia and joining the same to existing waste pipe of any dia and ensure leak proof joints including making good the adjoining area to match with existing floor tiles etc with PVC NT/FT grating, complete all as specified and as directed.
M&L for RCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in slab supported on wall, beam and column in floors, roofs, landings, balconies, canopies and in shelves and similar work complete all as specified and directed.
M&L for PCC 1:2:4, type B-1 using 20 mm graded stone aggregate as in coping, benching, bed block, lintel band, plinth courses etc and similar work including necessary form work complete all as specified and directed.
Dismantling floor, hearth or wall tiling in-cluding cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises.
M&L for non skid ceramic coloured tiles 7 to 8 mm thick area of each tile exceedeing 0.11 n sqm, etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed bed in CM (1:6).
Material and labour for Glazed ceramic tiles of size 350 x 250 x 7mm/ 450 x 350 x 7mm thick in vertical surfaces such as dado/ skirting etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10mm thick rendering in CM 1:4 all as specified.
Taking down of eves gutter,rain water pipes of any size or pattern including all fittings etc complete all as specified and directed.
S&F, PVC (SWR) pipes 110mm bore single socketed, in any length with rubber ring joints, laid in trenches or in walls complete all as specified and directed.
Same all as per item Srl No 137 above but 75mm bore complete all as specified and directed.
Same all as per item Srl No 137 above but 40 mm bore complete all as specified and directed.
S&F PVC (SWR) bends ISI marked any radius of 110 mm bore with access door complete all as specified and directed.
S&F PVC (SWR) bends ISI marked any radius of 75 mm bore with access door complete all as specified and directed.
Schedule of credit amount of Rs. 62,345.00.00 to be deducted during AOC.
Hemwala construction co.
R R VISHWAKARMA CONSTRUCTION CO
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