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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.5 CrAccepted-AOC NAMAKKAL | ₹23.5 Cr Quoted ₹23.7 Cr | L1 | Accepted-AOC The work is accepted in favour of M/s. GRM Constructions |
| 2 | L2₹24.1 CrRejected-AOC 7 3 PUDUMARAPPANUR ARIYUR POST NAMAKKAL 637 015 TAMIL NADU | NAMAKKAL | TAMIL NADU | 637015 | ₹24.1 Cr | L2 | Rejected-AOC not accepted |
Tender Value
₹22.9 Cr
EMD Value
₹11.6 L
Closing Date
3 Jul 2023, 12:00 pmClosed
Superintending Engineer East-1
Superintending Engineer, East -1 Circle, Tamil Nadu Urban Habitat Development Board, No.130 R.K Mutt Road Chennai 600 004.
Re Construction of 192 tenements ( S plus 6 floors) including internal water supply, sanitary, electrification arrangements with development works at North Giriappa Road(Old) Scheme in Greater Chennai Corporation Dn No 117 under HFA of PMAY (AHP)
2023_TNUHB_320733_1
TNUHDB /30 / HD/ SE(East -1)/ 2023
Open Tender
Construction Works
548 days
Chennai
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹11.6 L
Chennai
27 Feb 2024
30 May 2023
4 Jul 2023
30 May 2023
3 Jul 2023
12 Jun 2023
6 Jun 2023
Amount
Labour Charges for providing bored cast – in – situ RCC piles of 500mm dia to the required depth from the existing ground level including boring through ordinary soil other than soft rocks hard stratum and providing arrangements for concreting by termite pipe method as per ISI 2911 excluding the cost of concrete, steel ad fabrication of reinforcement in position but including the cost of mobilization charges betonies solution, clearing the removal mud away from the vicinity of the site and hire charges of all other tools and plants and rig required for the work etc., complete in all respect as directed by the Departmental Officers.
Labour charges for providing bored cast in situ piles of 450 mm dia to the required depth from the existing ground level including boring through ordinary soil other than soft rocks hard stratum and providing arrangements for concreting by termite method as per IS 2911 excluding the cost of concrete, steel & fabrication of reinforcement in position but including the cost of mobilization charges betonies solution, clearing the removed mud away from the vicinity of site and hire charges of all other tools & plants and rig required for the work etc., complete as directed by the departmental officers.
Test of single pile under routine load test, test load should be 900 KN as per the testing inclusive all charges for extention or cutting of pile that may be necessary errecting loading platform in the manner acceptable and approved by departmental officer with labour and other incidental charges for loading and unloading test load and hire charges and all other incidental charges for conducting test including retaining the test load for 24hours at 100% capacity test certificate and calibration charges for pressure gauge are to be produced to the Executive Engineer, Executive Engineer in charge before commencing day of test, calibration of pressure gauge has to be done before taking up the Ist load test in every site of work for piles of 500mm with test load, 900 KNetc complete in all respects as directed by departmental officers.
Earthwork excavation for foundation with all leads and lifts in all soils and sub soils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15cm thick well consolidated depositing the surplus earth in places shown and leveling the site with all leads and lifts etc., complete in all respects as directed by the departmental officers.
Filling in foundation and basement with quarry/stone dust in layers not exceeding 15cm thick well watered rammed and consolidated complying with relevant specification including the cost of supplying stone dust etc complete in all respects as directed by the departmental officers.
Cement concrete 1:4:8 (one of cement, four of M-sand and eight of hard broken stone) using 40mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete in all respect as directed by the departmental officers..
Providing and laying in position, Standardised Concrete Mix M-35 Grade in accordance with IS: 456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 425 kg/m3 and maximum water cement ratio of 0.45, including admixture (Plasticiser/super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing etc., and providing fixtures like fan clamps in the RCC floor/roof slabs wherever necessary without claiming extra etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials.)
Brickwork in cement mortar 1:6 (One of cement and six of sand) using Fly ash bricks of size 9" x 4 3/8" x 2 3/4" for super structure in the following floors including fixing the frames of doors and windows scaffolding, proper settting curing etc., complete etc complete in all respect as directed by the departmental officers
In Stilt Floor (In Ground Floor)
In First floor
In Second floor
In Third floor
In Fourth Floor
In Fifth Floor
In Sixth Floor
Masonry work using AAC Blocks (Auto Claved Aerated Concrete Blocks) in Cement Mortar 1:6 (One of cement Six of M-sand) of size 600mm X 200mm X 200mm for superstructure in the following floors including fixing the frames of doors and windows scaffolding, proper setting curing etc., complete in all respect as directed by the departmental officers.
First floor
Second floor
Third floor
fouth floor
Fifth floor
Sixth floor
Masonry work using AAC Blocks (Auto Claved Aerated Concrete Blocks) in Cement Mortar 1:6 (One of cement Six of M-sand) of size 600mm X 200mm X 200mm for superstructure in the following floors including fixing the frames of doors and windows scaffolding, proper setting curing etc., complete in all respect as directed by the departmental officers.
In First floor
In Second floor
In Third floor
In Fourth Floor
In Fifth Floor
In Sixth Floor
Providing form work for centering, shuttering etc., for all reinforced concrete work as plinth beam, raft beam, raft slab, grade beam etc., including shuttering, 3.00mm high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete as directed by the departmental officer Grade beam/plinth beam
Providing form work for centering, shuttering etc., for all reinforced concrete work like lintels, window boxing etc., including shuttering, upto 3.00mm high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete as directed by the departmental officer Sunshade, window boxing, column
Providing form work for centering, shuttering etc., for all reinforced concrete work like slab, beams, lintels, loft etc., including shuttering, upto 3.00m high using MS sheet of size 90cm x 60cm and BG 10, stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak (Country wood) joists of size 10cm x 6.5 cm (Spaced about 91cm center to center) distance and supported by casurina props of size 10cm-13cm dia (spaced at 75 cm center to center) and removing the same after a specified period without damaging RCC works in all floors etc., complete in all respects as directed by the departmental officer. (For Slabs, Lintels & Lofts)
Fabricating and placing the steel grills of Fe 500 D grade Corrosion Resistance Steel bars (CRS) reinforcement bars as per relevant IS code for all reinforced cement concrete works such as plinth beam, lintels, beams, sunshade, roof and floor slabs etc., including cost of steel and fabricating the reinforcement grills in position etc., complete in all floors (The rate to include the cost of binding wire steel also)
Providing 7.5 cm thick staircase parapet wall using Fly ash bricks of size 9"x4 3/8"x2" 3/4" in cement mortar 1:4 (One of cement and four of sand) and plastering the hand rails portion only with red oxide plastering in cement mortar 1:4 (one of cement and four of sand) 20 mm thick using 9.8kg of redoxide powder per 100 Sq.m and plastering either side of parapet with CM 1:4 (One of cement and four of sand) 20mm thick providing skirting, finishing smooth complete in all respects in all floors
Plastering the walls with cement mortar 1:5, (One of cement and five of P-sand) 12mm thick including finishing smooth, scaffolding, setting, cornice, curing etc., complete as directed by the departmental officers
Special ceiling plastering for all RCC works in cement mortar 1:3 (One of cement and three of P-Sand) 10mm thick including hacking the RCC surface, providing necessary water band using the same mix of mortar wherever necessary proper finishing, curing, scaffolding etc., complete with relevant standard specification, complete in all respect as directed by the departmental officer.
Plain Cement concrete 1:2:4 (one of cement, two of M-sand and four of hard broken stone) using 20mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing, etc complete in all respect as directed by the departmental officers.
Supplying of Door Frame of overall Size 1000 mm x 2100mm with required dimensions of size~ 100 mm x 75 mm, with groove of size ~ 30 mm x 20 mm for resting the door shutter & chamfer finish at front using CRCA pressed steel box section 18 gauge or 1.25mm thick for door frames including providing holes and fixing wooden blocks for fixing fixtures and fittings and 4 nos of hold fast using the iron angle of 15cm length with split endsone coat of redoxide primer / Chemical arcylic, Fabrication and Supply of 35mm thicksolid core flush door with teakply on one side and commercial ply on other side with teak wood lipingalround with iron oxidised hinges ,tower bolts 12" 2 nos with receiver, Aldrop 30 cm and handle 1 no for door of size 1000mm X 2100mm
Supplying of Door Frame of overall Size 910 mm x 1980mm with required dimensions of size~ 100 mm x 75 mm, with groove of size ~ 30 mm x 20 mm for resting the door shutter & chamfer finish at front using CRCA pressed steel box section 18 gauge or 1.25mm thick for door frames including providing holes and fixing wooden blocks for fixing fixtures and fittings and 4 nos of hold fast using the iron angle of 15cm length with split endsone coat of red oxide primer / Chemical arcylic, Fabrication and Supply of 35mm thick solid core flush door with teak ply on one side and commercial ply on other side with teak wood lipingalround with iron oxidised hinges, tower bolts 12" 2 nos with receiver, Aldrop 30 cm and handle 1 no for door of size 0.91mx1980mm
Supplying and fixing of solid pvc door shutter using 19gauge 19mmM.S square tube for styles outer frames15mm for M.S square tubes for toplock top and bottom rails. the steel tubes shall be covered with 5 mm thick solid pvc sheets shutter for paneling shall rigidity fixed in position including necessary furniture fittings. The over all size of styles shall be 50mmX30mm. The over allstyles of top rails bottom rails shall be 75mmX 30mm. The over all size of framesshall be 50mmx 45mm with suitable rebate shutters.size 750X 1980mm
Supplying and fixing of UPVC (unPlasticised Polyvinyl Chloride) Casement / Openable / Fixed windows made out of upvc profile section of size 74mm x 60mm as outer frame having outer wall thickness of 2.3mm (+/-0.3mm) and 3 box multi-champers hollow construction. the shutter of openable window shall be made of size 74mm x 50mm having outer wall thickness of 2.3mm (+/-0.3mm) with a fixed mullion of size 72mm x 60mm having outer wall thickness of 2.3mm (+/-0.3mm). All section of frames, sash and mullion shall be reinforced, wherever required and at the hardware fixing location with galvanized mild steel section of 1.2mm thick. All the corners / mullion joints of the frame & sash shall be mitered cut and fusion welded without any mechanical joining. Window Size 1.20mx1.20m
Supplying and fixing UPVC (un-plasticized polyvinyl cholride) Louvered ventilators of from the profile the size of ouetr frame 60mm x 58mm and shutters profile size of 60 x78mm both profile are reinforced with GI/1mm 125GSM and 100% corrosion free the, profile are multi chamber section with wallthick of 2.0mm. The EPDM rubber ( Blackcolour ) covered with all over the edges of frame and shutter.The corner and the joints should be welded and cleaned. Radiations pin headed glass 4.0mm thick should be provided in the louveres . The window should be fixed to the wall with 100% packing with screwes and silicon packing alround the frames.The ventilator should be got approved from the Executive Engineer before the use on the work for window of size .6 m X .6 m
Supplying and fixing of Oriya type water closet 45cm with 'P' or 'S' trap (White glazed) earthern ware best (IN ALL FLOORS OTHER THAN GROUND FLOOR) including concrete packing fixing filling the sink portion with stone jelly lime concrete 32:12 1/2 (Thirty two parts of broken stone jelly and twelve and half of lime (no sand) using 20mm size broken stone jelly and plastering the top of flooring with cement mortar 1:4 (one of cement and four of sand) 12mm thick including plastering the sides of sink portion in cement mortar 1:3 (One of cement and three of sand) 12mm thick mixed with water proofing compound 4 lbs/cft in cement applying one coat of britex solution including curing for the sides and bottom of the sink portion, curing etc., complete in all respects as directed by the departmental officers..
Supply and fixing the both side polished cuddapah slab for cup board planks of size required, 20mm thick as directed by the departmental officers in all the floors etc., including fixing in position finishing curing etc., complete complete in all respects as directed by the departmental officers
Supply and fixing the one side polished cuddapah slab for cup board planks of size required, 40mm thick as directed by the departmental officers in all the floors etc., including fixing in position finishing curing etc., complete in all respects as directed by the departmental officers
Supply and fixing the both side polished cuddapah slab of Soap case corner slab of size 10" radius for bathroom portion as directed by the departmental officers.
Providing Ellis Pattern flooring 20mm thick (Ellis pattern) with layer of cement concrete 1:3 (one of cement and three of hard broken stone) (No sand) using hard blue granite chips of size 3mm to 10mm and surface rendered smooth over RCC slab and staircase landing slab including supplying and fixing 20mm dia GI pipe outlet etc., complete in all respect as directed by the departmental officers.
Weathering course in concrete broken brick jelly 20mm size in pure slacked lime over RCC roof slab the proportion being 32:12 1/2 (Thirty two parts of broken brick jelly and twelve and half of slacked lime) laying to a thickness of 110mm and compacted and well beaten to 80mm by using wooden hand beaten of weight not exceeding 2 kg hand beating during liberally with lime water and a small proportion of solution prepared by soaking water in dry nut of kadukka and giving required slope and thickness of roof etc. as directed by the departmental officers.
Finishing the top of roof slab with one course of pressed tiles 23cm x 23cm x 20cm using cement mortar 1:3 (One of cement and three of P-sand) mixed with water proofing compound at 2% weight of the cement and pointed with the same l mortar etc., complete in all respects.
White washing two coats using clean shell lime including the cost of lime, gum, brushes and scaffolding etc., complete in all respects as directed by the departmental officers
Painting the walls with two coats of newly plastered wall surface with ready mixed exterior emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, including necessary cement base putty, wherever required etc., paint brushes with scaffolding and labour charges etc., complete in all respect as directed by the departmental officers
Painting the Flush doors shutter of doors with one coat of first class ready mixed synthetic enamel paint of approved quality and colour over one coat of priming including the cost of paint brushes and scaffolding etc., complete as directed by the departmental officers
Painting the new iron works of doors with one coat of first class synthetic enamel paint of approved quality and colour including the cost of paint brushes and scaffolding etc., complete as directed by the departmental officers
Supplying and fixing of 110mm dia PVC soil pipe of 6kg / cm2 of approved quality confirming to IsI13592/1992 with ISI Monogram packing the joints with hemp yarn and cement including fixing into walls with necessary wooden plugs and holding down clamps, dismantling and making good of the dismantled portion with necessary connection to the sanitary fittings painted with two coats of anti-corrosive paint including testing etc., complete in all respects.
Supplying and fixing of 110mm dia PVC soil pipe of 6kg / cm2 of approved quality confirming to IsI13592/1992 with ISI Monogram packing the joints with hemp yarn and cement including fixing into walls with necessary wooden plugs and holding down clamps, dismantling and making good of the dismantled portion with necessary connection to the sanitary fittings painted with two coats of anti-corrosive paint including testing etc., complete in all respects as directed by the departmental officers. Horizontal line
Supplying and fixing of 75 mm dia PVC soil pipe of 6kg / cm2 of approved quality confirming to ISI 13592/1992 with IsI monogram packing the joints with hemp yarn and cement including fixing into walls with necessary wooden plugs and holding down clamps, dismantling and making good of the dismantled portion with necessary connection to the sanitary fittings painted with two coats of anti-corrosive paint including testing etc., complete in all respects as directed by the departmental officer.
Supplying and fixing of 75 mm dia PVC soil pipe of 6kg / cm2 of approved quality confirming to ISI 13592/1992 with IsI monogram packing the joints with hemp yarn and cement including fixing into dismantling and making good of the dismantled portion with necessary connection to the sanitary fittings painted with two coats of anti-corrosive paint including testing etc., complete in all respects.
Supplying and fixing of 110mm dia PVC rain water down fall pipe 4kg/cm2 with 2 nos of PVC bend & pipes with necessary clamps couplers gratings, teak wood plug etc., complete including fixing in proper position with solvent cement etc., including making good of the dismantled portion complete to the relevant std specifications etc., complete in all respects as directed by the departmental officers
Supplying of PVC pipe specials of approved quality suitable to pipe as per table II IS 14735/1999
110mm dia PVC vent Cowl
110 dia PVC bend/ elbow with door
110mm dia PVC double "Y" with door
110mm dia PVC elbow without door
75mm dia PVC bend elbow with door
75mm dia PVC singly Y with door
75mm dia PVC vent Cowl
100x75mm dia PVC Nahini Trap
75mm dia PVC elbow without door
Supplying the following dia pvc pipes of approved quality confirming to IS4985/1988 and fittings of size as follows
32mm dia pvc pipe
25mm dia pvc pipe
20mm pvc pipe
Supplying the following dia pvc specials of approved quality confirming to IS4985/1988 and fittings of size as follows
25mm dia PVC Coupler
25mm dia PVC Elbow
25mm dia PVC Tee
25mm dia pvc hex nipple check nuts with washer
25mm dia pvc FTA
20mmX 15mm dia pvc reducer
25mmX 20mm dia pvc reducer elbow
15mm dia screw down tap heavy type
32mm dia PVC Tee
32mm dia pvc tee 4 way
32mm dia pvc bend /elbow
32mm dia pvc Thread hex nipple
32mm dia PVC FTA
Labour charges for cutting and threading and laying and jointing of pvc pipes with necessary specials following outer dia above ground level etc. complete in all respect as directed by departmental officers.
32mm diapvc pipe
25mm PVC pipe -
20mm pvc pipe
Supplying and fixing gm wheel valve of approved quality complete in all respect as directed by departmental officers.
25mm wheel valve
Construction of Inspection chamber 0.60M x 0.60M for the following depth brick jelly cement concrete 1:5:12 1/2 (One of cement and five of M- and twelve and half of broken brick jelly) using 40mm size brick jelly 15cm thick for foundation 23cm thick Fly Ash brick masonry wall in CM 1:5 (One of cement and five of M-sand) using Fly Ash bricks of size 23x11x7cm and inside plastering with 1:3 (one of cement and three of P-sand) 12mm thick including channeling, benching etc. and top covered with SFRC (medium duty) cover slab and fixing in position and necessary earth work excavation, refilling the sides of foundation in all soils except hard rock requiring blasting etc. complete in all respects as directed by the departmental officers. (Average Depth of .60m)
Fabricating, supplying and fixing of M.S. safety steel grills for Balcony parapet ,Corridor end parapet, Staircase mid landing parapet and corridor duct parapet including one coat of primer with red oxide of good quality etc., Complete in all respects as directed by the departmental officers
Supplying and Dadooing of the walls with first quality Glazed tiles of size 150mm x150mm x 6mm of approved quality laid in cement mortar 1:2 (One of Cement and two of M Sand), 10mm thick and pointing with white cement neatly as directed by the departmental officers etc., all complete .
Flooring with first quality Vitrified tiles of size 305mm x 305mm x 6mm of approved quality in CM 1:3 (One of cement and four of M- Sand),20 mm thick including laying cutting and pointing with colour pigments etc, Complete as directed by the departmental officers
Supplying and fixing approved best quality aluminiumanodised towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc., complete complying with standard specification.(The tower rail should be got approved by Executive Engineer before use on works). 2 feet long for Both room
Wiring with 2x1.5sqmm PVC insulated single core unsheathed copper conductor cable of 1100V gradewith ISI mark confirming to IS: 694/1990 in suitable PVC rigid pipe of 1.8mm thick with ISI mark concealed in wall and ceiling with PVC accessories in flush with wall including the cost of cable, pvc pipe and specials, ceiling rose, flush type 5ams SP mark switch, PVC junction box, 16gauge MS switch box 300mm x200mm x 75mm covered by laminated hylem sheet3mm thick, cement, labour and making good of concealed portion with suitable colour for concealed.
Wiring with 2x1.5sqmm PVC insulated single core unsheathed copper conductor cable of 1100V grade with ISI mark confirming to IS: 694/1990 in suitable PVC rigid pipe of 1.8mm thick with ISI mark concealed in wall and ceiling with PVC accessories in flush with wall including the cost of cable, pvc pipe and specials, ceiling rose, flush type 5ams SP mark switch, PVC junction box, 16gauge MS switch box 100mm x 100mm x 75mm covered by laminated hylem sheet 3mm thick, cement, labour and making good of concealed portion with suitable colour for staircase point wiring
Staircase point wiring
Wiring with 3x1.5sqmm PVC insulated single core unsheathed copper conductor cable of 1100V grade with ISI mark confirming to IS: 694/1990 in suitable PVC rigid pipe of 1.8mm thick with ISI mark concealed in wall and ceiling with PVC accessories in flush with wall including the cost of cable, pvc pipe and specials, ceiling rose, flush type 5ams SP mark switch, PVC junction box, 16gauge MS switch box 100mm x 100mm x 75mm covered by laminated hylem sheet 3mm thick, cement, labour and making good of concealed portion with suitable colour for concealed
5A/15A plug point
Wiring with 2x1.5sqmm PVC insulated SC unsheated CU conductor of 1100 V grade with ISI mark confirming to IS: 694/1990 in suitable PVC rigid pipe of 1.8mm thick with ISI mark concealed in wall and ceiling with PVC accessories in flush with wall for 5 AMPS 3 PIN C.S. PLUG POINT AT CONVENIENT PLACES including the cost of cable, PVC pipes and specials, brass screws, flush type 5 amps 3 Pin C.S. plug, 16 gauge Msjoint box, 16 gauge MS switch box covered by laminated hylem sheet 3mm thick, cement, labour and making good of the concealed portion with suitable colour for concealed PVC plug point.
Wiring with 2 x1.5sqmm PVC insulated single core unsheathed copper conductor cable of 1100V grade with ISI mark in suitable PVC rigid pipe 2mm thick concealed for FOR 5 AMPS 3 PIN C.S.PLUG POINT AT SWITCH BOARD ITSELF including cost of cables, PVC pipe and special, brass screws, flush type 5amp S.P.Mark switch, labour and making good of the concealed portion with suitable colour for concealed PVC plug point.
Supplying and fixing of 5 A /15A 3 pin flush type wall socket with15A flush type switch concealed in suitable MS box in flush with wall and covered with 3mm thick hylem sheet including cost of wall socket, switch and labour charges fo wall cutting, grouting, flushing and making good, painting with primary and finishing coat for MS box etc., complete as directed by the departmental officers.
Supply and run off 2 of 2.50sqmm PVC insulated single core unsheathed copper conductor cable of 1100 V grade with ISI mark confirming to IS:694/1990 with continuous earth connection by means of 1.50 sqmm PVC insulated single core unsheathed copper conductor cable confirming to IS:694/1990 in suitable PVC rigid pipe 1.8mm thick concealed in wall for mains including the cost of PVC pipes and specials, cables, cement, brass screws, T.W plugs, saddles and labour etc., complete in all respects as directed by the departmental officers.
Supplying and run off 8 SWG copper wire on walls or below ground level with necessary 'U' nails, earth work excavation and refilling & including the cost of all materials etc., complete in all respects as directed by the departmental officers)
Earthing as per ISI Specification with an earth electrode of 2.1mt class 'B' GI pipe of dia not less than 40mm and with 20mm dia copper earth flat of size 125mm x50mmx6mm, with funneling arrangement using charcoat, common salt, G.I. reducer, checj nuts etc., andmansonryworkand providing RCC cover slab 38mm thick for the Brick masonry including cost of steel and fabrication of reinforcement etc., complete in all respects as directed by the departmental officers.
DBs for the individual apartments
Supplying and fixing of 8 way single phase DB of 16amps/way with 16amps DP switch with metal glad of 500 volt(side handle) with Fuse and Neutral of suitable T.W. Board of size 40cm x30cmx6.3cm with earth connection etc., complete in all respects as directed by the departmental officers
Supply and Fixing of Stoneware gully chamber etc., complete in all respects as directed by the departmental officers.
Cuddapah Slab Sink of size 600mm x 450mm x 200mm with 32mm dia 'B' Class G.I. waste water pipe & 32mm dia C.P. waste coupling etc., complete in all respects as directed by the departmental officers.
Open earth work excavation for foundation with all leads and lifts in all soils and sub soils to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layers of 15 cm thickness well consolidated depositing the surplus earth in places shown and leveling the site with all initial leads and lifts etc complete in all respects as directed by the departmental officers.
Initial lead of 10m and Additional Lift of 1M
Cement concrete 1:5:10 (One of cement, five of M sand and 10 of hard broken stone) using 40mm size hard broken granite broken stone inclusive of shoring, strutting, bailing out water, ramming, finishing, curing etc., complete in all respect as directed by the departmental officer.
Fly ash Brick Wall 23 cm thick using Fly ash Bricks of size 230x110x70mm in cement mortar 1:5 in the following floors including fixing the frames of doors and windows and scaffolding proper setting curing etc., complete in all respects
Manufacturing supplying and laying the Rubber Moulded Hydraulic Pressed Paver Blocks of 63mm thick of require size and approved design in colour over the bed of Quarry Dust filling & beneath layers including labour for laying, hand packing and compacting with necessary power rammer machine layer and finish with watering filling with Quarry Dust wherever required for proper compaction, alignment and gradient etc.. complete in all respects as directed by the departmental officers.
Painting two coats of approved quality of cement paint such as snowcem or supercem including the cost of paint brushes scaffolding etc in complete all respects as directed by the departmental officer.
Supplying and fixing 110mm dia PVC ventilating pipe of 0.50m length with cowl etc., complete in all respects as directed by the departmental officer
Providing and laying in position, Standardized Concrete Mix M-30 Grade in accordance with IS 456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kglms and maximum water cement ratio of 0.45, including admixture (plasticiser super plasticiser) recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg of M-Sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying. vibrating with mechanical vibrators, finishing. curing. etc. and providing fixtures like fan clamps in the RCC floor roof slabs wherever necessary without claiming extra, etc complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).
supplying & fixing SFRC Manhole frame and cover slab of following size of best approved quality 0.60m x 0.60m x 30 Kgs. ( heavy ) etc., complete in all respects as directed by the departmental officer
Supplying and fixing PVC mould CI steps @30 cm c/c inside sump from bottom to top of slab etc., complete in all respects as directed by the departmental officer
Added GST of 18% (All Items)
SRI NAACHIMAAR ENGINEERING CONSTRUCTIONS
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