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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-AOC 60 MADHUVAN BANK COLONY ALWAR | L1 | Accepted-AOC LOWEST ONE | |
| 2 | L2₹34.2 L+₹1.1 L (3.43%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST | |
| 3 | L3₹34.9 L+₹1.9 L (5.62%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST | |
| 4 | L4₹35.1 L+₹2.1 L (6.20%)Rejected-Finance A 103 VEERA GARDEN AMBEDKAR NAGAR ALWAR 301001 RAJ | ALWAR | RAJASTHAN | 301001 | L4 | Rejected-Finance OTHER THAN LOWEST | |
| 5 | L5₹35.9 L+₹2.8 L (8.61%)Rejected-Finance | L5 | Rejected-Finance OTHER THAN LOWEST |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
28 Jun 2024, 6:00 pmClosed
GE Alwar
GE Alwar
REPAIR/REPLACEMENT AND CLEANING OF SEWAGE LINES OF OTM AND OFFR MD ACCN UNDER AGE B/R-II AT ITARANA CANTT ALWAR
2024_MES_656874_1
8241/E8
Open Tender
Civil Works
Item Rate
270 days
Alwar
As per NIT
3 documents required · 3 mandatory
₹500
GE ALWAR
₹80,000
Yes
5 Sept 2024
30 May 2024
1 Jul 2024
30 May 2024
28 Jun 2024
13 Jun 2024
30 May 2024 - 12 Jun 2024
Amount
Cleaning of all blockages of Nahani trap/floor trap, bottle trap, gully trap, P or S traps of WCs, by removing solid/liquid or mud deposited in the trap or CI/PVC pipe line /Bends by rodding manually and removing the sludge duly covered in a hygenic manner and making the WC (Indian or European type)/WHB/Sink/Floor trap/Gully trap fully functional upto 1st Manhole,by deploying safaiwala per day and using manual/pressure cleaning pump & flexible rods and other necessary equipments to maintain internal sewage system in the area of AGE B/R II etc complete all as specified and directed. Note:- (i) Contractor or his authorised representative collect such type of complaints from B/R-II complaint cell at 8.30 AM on daily basis except sunday /Holiday. No extra payment shall be made on account of collection of complaint. (ii) Safailwala shall come on daily basis with necessary equipments as reqd to carry out the necessary complaints. Non availability of equipments in any case will not be admissible. (iii) Complaint must be completed within 24 hours without any fail otherwise recovery shall be made double the market rate to the contractor. (iv) Line cleaning upto 1st manhole to be paid for separately under separate item in the BOQ.
Cleaning and rodding the blocked sewage line of 100 mm dia and depth upto 1.5 m by rodding, well flushing using adequate water between successive manholes in suitable lengths by blocking the first and last manholes of sewage line and making it clear till the smooth flow of sewage line(manhole to manhole or Gully Trap to Manhole) including desludging the manholes on both ends and cleaning the line by manual or mechanical means as directed by Engr-in-Charge and removing the sludge/sewage & other deposits obtained from line cleaning out side of MoD land in covered van/trolleyfrom site including resetting the manhole cover including taking precautionary and safety measures and making the area neat and clean complete all as specified and directed. Note :- (a) Desludging and dewatering of Manholes for the line under cleaning to be measured and paid for separately under respective items of the BOQ as per the depth of manholes. (b)All the lines shall cleaned after commencement of work by pressure jet machine and kept blockage free throughout contract period by deploying manpower.
All as per description of serial item No 2.00 here-in-before but sewage line of 150 mm bore and depth of sewage line upto 1.50 m.
All as per description of serial item No 2.00 here-in-before but sewage line of 200 mm to 300 mm bore and depth of sewage line upto 3.00 m.
All as per description of serial item No 2.00 here-in-before but sewage line of 200 mm to 300 mm bore and depth of sewage line upto 3.00m to 4.50 m.
All as per description of serial item No 2.00 here-in-before but sewage line of 200 mm to 300 mm bore and depth of sewage line exceeding 4.50 m.
Dewatering of manholes of any capacity/depth by using pumpset or by any other mechanical means and taking out stagnated water and removing outside the MD land discharge at designated place by the civic bodies etc complete all as specified and directed.
Desludging of manholes of depth upto 1.5m by taking out sludge, sludge clay and any other rubbish by manual / mechnical means using honey sucker machine, suction motor mounted on vehicle, HCV mounted suction discharge machine having blow back facility with sludge tank of adequate capacity or by any other means and removing ouside the MD land discharge at designated place by the civic bodies.Washing the top of manholes and surrounding with fresh water and sprinkling fresh unslaked lime to make the area hygeinic etc complete all as specified and directed. Notes:- (i) Volume of sludge after dewatering shall only be measured for the purpose of payment to Contractor. (ii) Depth of sludge in the pit shall be measured from bottom of pit to the existing water/affluent level prior to ordering the cleaning in the presence of EIC. (iii) Desludging shall be done by method as recommended by Engr-in-charge as per the site conditions.
All as per description of serial item No 8.00 here-in-before but depth exceeding 1.5 m and not exc 3 m deep etc complete all as specified and directed.
All as per description of serial item No. 8.00 here-in-before but depth exceeding 3.0 m and not exc 4.5 m deep etc complete all as specified and directed.
All as per description of serial item No 8.00 here-in-before but depth exceeding 4.5 m deep etc complete all as specified and directed.
Cleaning of septic tank/sump of any capacity or description including cleaning and pumping out fluid, cleaning of sludge from compartment of septic tank including intercepting chamber & washing down with water complete and removing the sludge in covered van/trolley out side the MD land discharge at designated place by the civic bodies, etc complete all as specified and directed.
Cleaning of soakage well of any capacity or description including cleaning and pumping out fluid, & washing down with water complete and removing the sludge/liquid extracted in covered van/trolley/tanker out side the MD land discharge at designated place by the civic bodies, etc complete all as specified and directed.
Checking and attending complaints of PVC/CI pipes any dia leakage from bends,clamping the vertical stacks, jointing the leakages from bends & other fittings /fixtures which is causing obstruction to sewage/ waste water flow in PVC/CI stacks including carrying out minor repairs such as replacement of jointning material or any other repair not mentioned herein before etc to make the PVC/CI functional and leak proof to the satisfaction of the occupants/users. etc complete all as specified and directed. Note: (i) Contractor or his authorised representative collect such type of complaints from B/R (ii) complaint cell at 8.30AM on daily except Sunday & Holiday. No extra payment shall be made on account of collection of complaint. (iii) Complaints must be completed with in 24 hrs without any fail otherwise recovery shall be made double the market rate to the contractor. (iv) Any new items like bends, pipes, clamps, access doors, cowl etc to be replaced while carrying out these complaints should be replaced under the respective schedules under the BOQ and will be paid for separatley in addition to this item. (v) Contractor or his authorised representative shall come on daily basis with necessary equipments as reqd to carry out the necessary complaints. Non availability of equipments in any case will not be admissible.
Surface dressing n.exc 15cm deep including Cleaning away all grass vegetation, saplings, shrubs, brush wood under growth and roots for making approach and around septic tanks, soakwells, manholes to manholes for sewage line and removing the rubbish to a distance not exceeding 50 M and deposting as directed.
Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concrete articles.
M&L brick work with old size sub-class ‘B’ bricks, straight or curved on plan exc 6.00 metre mean radius, built in cement mortar 1:4 etc complete all as specified and directed.
M&L brick work with FLY ASH BRICKS {As per IS-13757 (1993) burnt clay fly ash building bricks}, (OLD SIZE BRICKS) straight or curved on plan to any radius in half brick thick wall, built in cement mortar 1:4 etc complete all as specified and directed.
M&L walling of random rubble, uncoursed, well bonded, bedded and solidly hearted stone masonry built in cement mortar 1:4 etc complete all as specified and directed.
All as per serial item No 19.00 above but except stones. Note : Old serviceable stones retrieved from item No 16.00 here-in-before shall be reused under this item.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints with max depression on face from straight edge held against the dressed surface n.exc 20mm in lime or sand stone work.
Demolition of cement concrete (un-reinforced) in ground floor and paving not exc 15cm thickness (below or above ground level) & removing unserviceable materials out side MD land, etc complete all as specified and directed.
Demolition of reinforced cement concrete of any description and in any position (reinforcement cut as required to facilitate demolition) etc complete all as specified and directed.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises.
M&L cement concrete 1:2:4 type B1, using 20mm graded crushed stone aggregate as in roof kerbs or mud stops,rounded or chamfered on edges including use and waste of form work (straight or curved) all exposed surface of concrete finished fair etc complete all as specified and directed.
M&L rendering 15mm thick in cement mortar 1:4 including WPC on stone masonry surfaces or on brick surfaces finished even & smooth without using extra cement etc complete all as specified and directed. Note :- Quoted rate is deemed to be inclusive for work at any height and location including cost of scaffolding).
M&L rendering 15mm thick in cement mortar 1:6 on stone masonry finished even and smooth without using extra cement etc complete all as specified and directed. Note : quoted rate is deemed to be inclusive for work at any height and location including cost of scaffolding.
M&L preparing newly plastered surfaces and applying three coats of white wash on walls etc complete all as specified and directed.
Excavating in trenches not exc 1.5 metre wide and not exc 1.5 metre in depth for foundation or for shafts, walls, manholes etc not exc 10 Sqm on plan and getting out in soft /loose soil.
All as per serial item No 29.00 here-in-before but depth exc 1.5m and not exc 3m.etc complete all as specified and directed.
All as per serial item No 29.00 here-in-before but depth exc 3m and not exc 4.5m.etc complete all as specified and directed.
Excavation over areas not exc 1.5m deep and getting out in soft/loose soil etc complete all as specified and directed.
Excavation over areas depth exc 1.5m and not exc 3m and getting out in soft/loose soil etc complete all as specified and directed.
Returning, filling in, including spreading, leveling watering and well ramming in layers not exc 25 cm thick in soft /loose soil.
Removal of excavated soil/ material to a distance not exc 50 metre and depositing where directed at a level not exc 1.50 metre above the starting point complete all as specified.
Demolition and breaking up 100mm internal dia of pipe drain pipes, salt glazed stone ware, AC, reinforced concrete set in cement mortar including PCC haunching and beddingetc complete all as specified and directed.
All as per Serial No 36.00 here in above but 150 mm internal dia of pipe.etc complete all as specified and directed.
All as per Serial No 36.00 here in above but 300 mm internal dia of pipe.etc complete all as specified and directed.
S&F salt glazed stone ware drain pipes of 100mm internal dia of pipe, grade `A’, ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested etc complete all as specified and directed.
All as per Serial No 39.00 here in above but 150 mm internal dia of pipe.etc complete all as specified and directed.
M&L 150mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) complete with collars including demolition and breaking up old existing pipe all as specified & as directed.
M&L 300mm bore reinforced concrete pipe, class NP2, laid and jointed (in CM 1:1) complete with collars all as specified & as directed.
M&L PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate in bedding to Salt glazed stone ware,NP2 pipes, including packing under and haunching against the sides of pipes after they are laid and tested for 100mm bore pipe etc complete all as specified and directed.
All as per Serial No 43.00 here in above but 150 mm bore.etc complete all as specified and directed.
All as per Serial No 43.00 here in above but 300 mm bore.etc complete all as specified and directed.
M&L cement concrete (1:2:4) type B-1 (20mm graded stone agg) as in surface channels, drain and benching etc complete all as specified and directed.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete including forms work, moulds mitred /stopped ends etc complete all as specified and directed.
M&L cutting into existing manholes / septic tank for connecting new drains making good to pipe and rendering, cutting out existing benching 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 100mm bore pipe.etc complete all as specified and directed.
All as per serial item No. 48.00 here-in-before but for 150 mm bore pipe.etc complete all as specified and directed.
All as per serial item No. 48.00 here-in-before but for 200 to 300 to mm bore pipe.etc complete all as specified and directed.
M&L for water proofing treatment in sunken floors as described as under :- (i) Sunken floor and sides upto finished floor level shall be plastered with 15mm thick cement plaster in mortar 1:4 mixed with water proofing compound @ 3% by weight of cement. (ii) Preaparing plastered surfaces and providing APP polymeric water proofing membrane, minimum 3mm thick and weighing not less than 3.0 Kg/Sqm of make super thermolay manufactured by STP Ltd or ‘Hyper Plas’ (Polyster) manufactured by M/S IWL Ltd or ‘Shaliplas’ (polyester) manufactured by M/S Capital Steels and chemicals Pvt Ltd as approved by GE, black finish reinforced with non-woven polyester matt, with a thermo fusable finish laid over compatible bitumen primer (Bitumen primer shall be TANK MASTIC of M/S STP Ltd or ‘EMW FLATE’ of M/S Texas India Ltd} at the rate of 0.40 Ltr/Sqm torching overlaps with a propane or a butane gas torch, with a overlap of 75mm at the sides and 100mm at the ends and sealing including applying a coat of cold emulsion bituminous primer all as per manufacturer’s instructions, etc complete all as specified and as directed. Note: (i) Polymeric membrane shall be laid in sunken floor and on sides upto finished floor level. (ii) The waterproofing treatment shall be got carried out by the manufacturer or their authorized applicators. (iii) Above aspects are deemed to be included in quoted rate.
S&F 75mm bore PVC (SWR) ISI marked pipes single socketed in any length with rubber ring joints / solvent cement joints laid in trenches or in floors complete all as specified including dismantling & taking out old unserviceable 75mm bore PVC pipe with fittings.
S&F 110mm bore PVC (SWR) ISI marked pipes single socketed in any length with rubber ring joints / solvent cement joints laid in trenches or in floors including dismantling & taking out old unserviceable 110mm bore PVC pipe with fittings.etc complete all as specified and directed.
S&F 75mm bore PVC (SWR) ISI marked pipes single socketed in any length with rubber ring joints fixed to walls including demolition & breaking up 75mm bore PVC pipe with fittings.etc complete all as specified and directed.
S&F 110mm bore PVC (SWR) ISI marked pipes single socketed in any length with rubber ring joints fixed to walls including demolition & breaking up 110mm bore PVC pipe with fittings.etc complete all as specified and directed.
S&F for Pipe Supporting Clamping - Single Pipe of dia 3" (75 mm) down take pipe fixing done with Clamping System consists of Profile Bracket + Continuous Slotted C Channel + U Bolt R/M System running vertically with wall distance 3": Pipe Support Clamping made of 1. Profile Bracket having Wall Distance 3" made of Low Carbon Hot Roll Gauge Corrected (HRGC) Steel (IS 1079 DD); material size 32 mm x 3 mm with ribs and notch are Hot Dip Galvanzied + Zn Al Flake coated having Salt Spray Test (Test method - ASTM B-117-2019) result above 2000 hrs with SS304 Hex Flange Bolt with Serration 5/16 x 3/4 (A/F 13mm) as per DIN 6921and SS304 Hex Flange Nut BSW 5/16 x 18 x 8 x 13 with Serration as per DIN 6923. 2. Continuous Slotted "C" Channel with ribs to be used of size 10" made of Low Carbon Hot Roll Gauge Corrected (HRGC) steel (IS 1079 DD) are Hot Dip Galvanzied + Zn Al Flake coated with material thickness of 3mm. 3. U bolt R/M are made of low carbon mild steel with Rod diameter 7 mm approx.; Zn Al Flake coated with noise absorbing semi transparent ribbed silicon rubber sleeve; with Hex Flange Nut BSW 5/16 x 18 x 8 x 13 with Serration set as per DIN 6923 - Zn Al Flake coated. Hotdip Galvanizing: As per IS 2629 (1985) - 610 grams/m2 (> 85 microns). Material Grade : IS 1079 DD used as per MTC confirms to EN 10204 3.1. Material Qty for one unit : 1. Profile Bracket Wall distance 3" - 2 Nos. 2. Continuous Slotted C Channel of Size 10" - 1 No.; 3. U Bolt R/M for 3" (75 mm) CI or PVC Pipe Dia. - 1 No.; 4. Justi Khilla 2 1/2" Zn coated - 4 Nos. Fixing Details: Pipe Support Clamping Unit to be fixed at every metre distance in the duct as specified in the Technical Drawing No. : CE Jaipur Zone - Jaipur; TD/2022/102.
S & F for Pipe Supporting Clamping - Single Pipe of dia 4" (110 mm) down take pipe fixing done with Clamping System consists of Profile Bracket + Continuous Slotted C Channel + U Bolt R/M System running vertically with wall distance 3": Pipe Support Clamping made of 1. Profile Bracket having Wall Distance 3" made of Low Carbon Hot Roll Gauge Corrected (HRGC) Steel (IS 1079 DD); material size 32 mm x 3 mm with ribs and notch are Hot Dip Galvanzied + Zn Al Flake coated having Salt Spray Test (Test method - ASTM B-117-2019) result above 2000 hrs with SS304 Hex Flange Bolt with Serration 5/16 x 3/4 (A/F 13mm) as per DIN 6921and SS304 Hex Flange Nut BSW 5/16 x 18 x 8 x 13 with Serration as per DIN 6923. 2. Continuous Slotted "C" Channel with ribs to be used of size 10" made of Low Carbon Hot Roll Gauge Corrected (HRGC) steel (IS 1079 DD) are Hot Dip Galvanzied + Zn Al Flake coated with material thickness of 3mm. 3. U bolt R/M are made of low carbon mild steel with Rod diameter 7 mm approx.; Zn Al Flake coated with noise absorbing semi transparent ribbed silicon rubber sleeve; with Hex Flange Nut BSW 5/16 x 18 x 8 x 13 with Serration set as per DIN 6923 - Zn Al Flake coated. Hotdip Galvanizing: As per IS 2629 (1985) - 610 grams/m2 (> 85 microns). Material Grade : IS 1079 DD used as per MTC confirms to EN 10204 3.1. Material Qty. for one unit : 1. Profile Bracket Wall distance 3" - 2 Nos. 2. Continuous Slotted C Channel of Size 10" - 1 No.; 3. U Bolt R/M for 4" (110 mm) CI or PVC Pipe Dia. - 1 No 4.Justi Khilla 2 1/2" Zn coated - 4 nos. Fixing Details: Pipe Support Clamping Unit to be fixed at every metre distance in the duct as specified in the Technical Drawing No. : CE Jaipur Zone - Jaipur; TD/2022/102.
S&F PVC (SWR) ISI marked floor trap dia of outlet 75mm, with PTMT grating including jointing with solvent cement including taking out old unserviceable trap.etc complete all as specified and directed.
S&F 75 mm bore PVC (SWR) ISI marked bends any radius etc complete all as specified and directed.
S&F 75 mm bore PVC (SWR) ISI marked bends any radius provided with access door etc complete all as specified and directed.
S&F 110 mm bore PVC (SWR) ISI marked bends any radius etc complete all as specified and directed.
S&F 110 mm bore PVC (SWR) ISI marked bends any radius provided with access door etc complete all as specified and directed.
S&F 75mm bore PVC (SWR) ISI marked branch piece, single (single ‘Y’) equal or unequal with access door.etc complete all as specified and directed.
S&F 110mm bore PVC (SWR) ISI marked single junction (single 'T') equal or unequal provided with access door etc complete all as specified and directed.
S&F 75mm bore PVC (SWR) ISI marked single junction (single 'T') equal or unequal provided with access door etc complete all as specified and directed.
S&F 110mm bore PVC (SWR) ISI marked junction double (double ‘T’), equal or unequal with access door.etc complete all as specified and directed.
S&F 75 mm bore PVC (SWR) ISI marked junction double (double ‘T’), equal or unequal with access door.etc complete all as specified and directed.
S&F 110 mm bore PVC (SWR) ISI marked vent cowl etc complete all as specified and directed.
S&F 75mm bore cast iron, spun pipe, soil, waste & vent pipe (ISI marked), in any length with or without ears fixed with cement joints, laid in trenches or floors including dismantling & taking out old unserviceable 75mm bore pipe.etc complete all as specified and directed.
S&F 100mm bore cast iron, spun pipe, soil, waste & vent pipe (ISI marked), in any length with or without ears fixed with cement joints, laid in trenches or floors including dismantling & taking out old unserviceable 100mm bore pipe.etc complete all as specified and directed.
S&F 75mm bore cast iron, sand cast, soil, waste & vent pipe (ISI marked), in any length with or without ears fixed with cement joints, fixed to walls including dismantling & taking out old unserviceable 75mm bore pipe.etc complete all as specified and directed.
S&F 100mm bore cast iron, sand cast, soil, waste & vent pipe (ISI marked), in any length with or without ears fixed with cement joints, fixed to walls including dismantling & taking out old unserviceable 100mm bore pipe.etc complete all as specified and directed.
S&F in repair 75mm bore cast iron bends (any radius), diminishing pieces or tapers (larger bore measured) with oval access door complete all as specified & as directed.
S&F in repair 75mm bore cast iron bend (any radius) with duck's foot or heel rest etc complete all as specified and directed.
S&F in repair 75mm bore cast iron branch piece, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches with oval access door.etc complete all as specified and directed.
S&F in repair 100mm bore cast iron bends (any radius), diminishing pieces or tapers (larger bore measured) complete with oval access door etc complete all as specified and directed.
S&F in repair 100mm bore cast iron bend (any radius) with or without access door with duck's foot or heel rest etc complete all as specified and directed.
S&F in repair 100mm bore cast iron branch piece, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches with oval access door.etc complete all as specified and directed.
S&F in repair 100mm bore cast iron branch pieces, double (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches with oval access door etc complete all as specified and directed.
S&F in repair 100mm bore cast iron Sockets (double) collars with access door.etc complete all as specified and directed.
S&F in repair 75mm bore cast iron branch pieces, double (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches with oval access door etc complete all as specified and directed.
S&F in repair 75mm bore cast iron Sockets (double) collars with access door.etc complete all as specified and directed.
S&F in repair CI cowl for 100 mm bore CI pipe etc complete all as specified and directed.
S&F in repair cast iron trap ‘P’ or ‘S’ for 100 mm bore pipe etc complete all as specified and directed.
S&F in repair oval access doors for 75 mm bore pipe complete all as specified and directed.
S&F in repair oval access doors for 100 mm bore pipe etc complete all as specified and directed.
S&F in repair stack clamp made out of MS flat 50 mm x 5mm and 16 mm dia round iron stays, including bolts & nuts, securing ends of stays to walls or roof for 75mm bore pipe including two coats of synthetic enamel paint over a coat of red oxide primer including preparation of surfaces etc complete all as specified and directed.
S&F in repair stack clamp made out of MS flat 50 mm x 5mm and 16 mm dia round iron stays, including bolts & nuts, securing ends of stays to walls or roof for 100mm bore pipe including two coats of synthetic enamel paint over a coat of red oxide primer including preparation of surfaces etc complete all as specified and directed.
M&L extra over cast iron pipe & fitting 75mm bore providing lead joints in lieu of cement joints etc complete all as specified and directed.
M&L extra over cast iron pipe & fitting 100mm bore providing lead joints in lieu of cement joints etc complete all as specified and directed.
S&F for 75mm thick steel fibre reinforced (SFRC) man hole cover with iron frames (medium) complying to the standard specifications as mentioned in the IS 12592 BIS Standard, minimum load bearing capacity 5 ton/sqm, in square, rectangular or circular shape etc complete all as specified and directed.
S&F in repair salt glazed stone ware gully trap square or round mouthed type 'P' of size 150 x 150 mm with CI grating, setting & jointing with cement with grouting surrounding gully trap with PCC 1:3:6, type C1 block 30x30x45cm together with necessary form work, excavation & earth work in soft/loose soil, etc complete all as specified and directed.
M&L 50mm thick PCC 1:3:6 type C1 using 20 mm graded crushed stone aggregate as in plinth protection surface finished fair and even etc complete all as specified and directed. Note :- Plinth protection shall be of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be provided along the wall and bays and same shall be filled with bitumen mastic (1:3).
S&F in repair vitreous china squatting pan (Orissa pattern) water closet (white) size 580x440mm with integral foot rests (excluding flushing cistern and flush pipe) complete including connection to trap and flushing pipe antisyphonage pipe etc including provision of PCC (1:7:12) type F2 in filling etc complete all as specified and directed.
S&F in repairs vitreous china wash down water closet pan (Pedestal pattern EWC), any coloured, including connection to drain (or outgoing pipe), anti-sypohonage pipe etc, with & including WC seat cover coloured closed pattern with flat bottom and cover, CP jet etc complete all as specified and directed.
S&F as in repair PVC valveless symphonic action type low level flushing cistern (ISI marked) of 10 litre capacity including 32 mm dia PVC flush pipe connected to water closet with inlet, ball valve, float and handle etc complete all as specified and directed.
S&F in repair vitreous china wash down water closet (Pedestal pattern EWC), coloured, floor mounted coupled closet, including connection to drain (or outgoing pipe), anti-sypohonage pipe etc, with & including WC seat cover coloured closed pattern with flat bottom and cover, vitreous china symphonic action type twin flush flushing cistern of 10 litre capacity with lid, necessary fittings complete all as specified & as directed. Make : Parryware Cat Part No C0286 (Closet), C0711 (Cistern), C2054 (Cistern Lid), E8300 (Hush Seat Cover) & E8016 (Fittings)} or equivalent all as per Appx "D"
S&F in repair vitreous china wash hand basin, white, flat back of size 550mm x 400mm with & including a pair of cast iron brackets embedded in PCC 1:3:6 type C1 blocks of size 10x7.5x15cm, 32 mm dia PVC waste pipe and 32mm bore chromium plated brass waste fitting with long screwed shanks and fly nuts, flange end bedded in red lead cement & other end fixed, (excluding tap, waste chain & plug), etc complete all as specified and directed.
S&F in repair vitreous china counter top basin size 450 x 525 x 195 mm shape ovel including 32 mm CP waste coupling & PVC flexible waste pipe of 90 cm long etc complete all as specified and directed.
S&F in reapirs, 15mm bore, stop valve, chromium plated, fancy type, with long shank, and cup (Concealed type) cast copper alloy screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions etc complete all as specified and directed.
S&F in repairs bib taps bore of pipe in 15mm, cast copper alloy, fancy type, chromium plated, with crutch or butter fly handle screwed down, screwed for iron pipe or for brass ferrule etc complete all as specified and directed.
S&F in repair 15mm dia stop valve/angle valve of copper alloy fancy type chromium plated screwed down high pressure with crutch or butter fly handle screwed on both ends for iron pipe or for union fixed etc complete all as specified and directed.
S&F in repair for PVC connections 15 mm size with PTMT nuts of length 600 mm etc complete all as specified and directed.
Taking down or up steel tubing and connections inculding cleaning for refixing or removal to store 15mm bore etc complete all as specified and directed.
Supply and fixing, jointing and testing 15mm dia bore galvanised iron tube medium grade with all fittings such as bends, elbows sockets, reduces etc and fixed to wall, ceiling or laid in floor with new fittings including cutting through wall floor etc complete all as specified and directed.
Refixing old steel tubing and connection in new or old position (walls,ceiling,floor etc) bore of pipe in 15mm dia.etc complete all as specified and directed.
Cutting chases, pinning in, making good to facings where required and pointing in cement mortar 1:3 for concealed water tubing and making good , cutting not exc 10cm girthetc complete all as specified and directed.
M&L 20mm to 25mm thick Granite slab of approved shade, as in platform etc, bedded & jointed with grey cement slurry and pointed with white cement with admixture of pigment to match with shade of Granite stone including cutting, grinding and polishing (mirror polish i.e. full granite polish as per local trade practice) including required cutting to suit the size of oval type wash hand basin over & including 20mm thick screed bed in cement & sand mortar 1:6 etc complete all as specified and directed.
M&L PCC 1:2:4 type B0 using 12.5mm graded crushed stone aggregate as in levelling course of floors 25mm thick finished fair & even etc complete all as specified and directed.
M&L coloured non skid ceramic tiles 7 to 8mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm as in floors, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 15mm thick screed bed in cement & sand mortar 1:6 etc complete all as specified and directed.
M&L glazed ceramic tiles (Ist quality) (coloured) 300mm x 450mm x 7mm thick on vertical surfaces such as dado, skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles over & including 10mm thick backing in cement & sand mortar 1:4 etc complete all as specified and directed.
M&L 75mm thick PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in sub base, surface finished fair and even etc complete all as specified and directed.
M&L chequered cement concrete (coloured) tiles 30cmx30cm x25mm thick set and jointred in net cement slurry in floor and pointed with white cement and piment including 20mm thick cement mortar screed bed 1:4 etc complete all as specified and directed
M&L factory made 60mm thick machine pressed precast cement concrete interlocking paver blocks of Grade M-35 conforming to IS 15658-2006 of shape and size as directed with grey cement and no pigment laid over & including 25mm thick sand cushioning, joints of blocks filled with dry sand and compacted with mechanical vibrator etc complete all as specified and directed
M&L provinding and laying at or near ground level factory made kerb stone of M-25 Grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required etc complete all as specified and directed
shiva construction
GAR CONSTRUCTIONS
Hitesh Construction
sun rise constructions
M/s Laxmi Enterprises
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