Town Panchayats-TP has published Tender For Providing 1.00 Mld Sewage Treatment Plant (Stp) With 10 Kld Fstp (Faecal Sludge Treatment Plant) Sf No 148/10 In Puduvayal Town Panchayat. Submission Date for this Tender is 05-04-2024. Sewage Treatment Plant Tenders in Sivaganga Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Laying |
| 2 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete |
| 3 | Earth work excavation for pipe line workand depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth including refillingthe same as per SS 20B. (TWAD SOR 23-24 Page No - 308) |
| 4 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil,wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil otherthan sand in layers of 15cm thick well rammed and cleaning and levelling the site etc., completeAs per PWD SOR 2023-24 Pg no 22 |
| 5 | Removal of Excavated Excess Earth away from the site to 2K.M including loading and transportation charges etc, complete as per standard specification.For 1M3 |
| 6 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officersin layers well rammed, watered and consolidated etc. complete complying with standard specification As per PWD SOR 2023-24 Pg no 23 |
| 7 | Supplying and filling in foundation andbasement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. |
| 8 | Supplying and filling in Foundation with Sand Gravel Mix in the ratio of 1:1 with 0.685 Cum of sand and 0.667 Cum of Gravel in layers of not more than 15cm thick well rammed, watered and consolidated by using mechanical earth rammer etc. complete complying to standard specifications |
| 9 | Providing and laying ofcoarse aggregate size as below after washing & sieving to make it free from fines & dust. Passing through 50 mm & Retained on 40 mm sieve |
| 10 | Passing through 20 mm & Retained on 16 mm sieve |
| 11 | Passing through 10 mm & Retained on 6 mm sieve |
| 12 | River fine sand 1-2 mm |
| 13 | Providing and laying Hollow Blocks . The hollow blocks should be of the size 40 x 20 x 15 cms and the opening should be on both the ends |
| 14 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification |
| 15 | Plain cement concrete 1:2:4 mix (One cement two sand and four aggregate) using 20mm ISS metal including mixing,laying, consolidating, curing cost and conveyanc of all materials to site and all labour charges etc., complete as per standard specification |
| 16 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. |
| 17 | Providing centering for sides and soffits of R.C.C.works such as lintels, slab, beams and plain surface etc., complete excluding strutting upto 3.30 M height using mild steel sheet of size 90 c.m x 60 c.m and 10 gauge stifer with M.S. angles of size 25 mm x 25 mm x 3mm laid over silver w.c.wood joints of size 10 c.m. x 6 c.m. spaced at about 90 c.m. c/c and supported by casurina props of 10 c.m. to 13 c.m. dia spaced 75 c.m. centre to centre complying with as per standard specification. |
| 18 | For plane surfaces such as RCC column |
| 19 | plane surface |
| 20 | Providing and laying in position Standardised Concrete Mix M-20 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 contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but 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 cost etc., complete complying with standard specification and as directed by the departmental officers |
| 21 | Providing and laying in position Standardised 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 contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but 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 cost 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 requiremnents of IS standards. |
| 22 | Supplying, fabricating and placing in position TMT bars (Fe 500) for all RCC works as per design given including cost of steel and G.I. binding wire for placing at all depths of excavation, complete complying with standard specification.(Contractor has to make his own arrangements for the supply of steel, binding wire and for bar bending) |
| 23 | Providing and constructing precast concrete solid blocks with compresive strength not less than 35 Kg per sqm with cement mortar 1:4 masonry with soild blocks of 40x 20x 20 cms conforming to IS 2185/1965 in super structure including the cost of materials, labour charges, scaffolding, curing complete as per specification |
| 24 | Brick work in CM 1:5 (one cement & Five Crushed Stone Sand (M- Sand)) using II class ground moulded bricks of size 9" X 43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification |
| 25 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications |
| 26 | Plastering with cement mortar 1:3,10 mm ,thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications |
| 27 | Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 60cm x 60cm of best approved quality with necessary welding and painting with one coat of zinc chromite primer and two coats of epoxy painting complete.(As per instruction of site engineer)as per standard specification etc., complete compying with standard specifications |
| 28 | Supplying and fixing in position best quality U.P.V.C soil/ waste pipes (6KSC) of various sizes having ISI mark and providing leakproof joints including fixing to the wall with U.P.V.C/ M.S clamps etc., and making connection to all sanitaryfittings, dismandling masonry/R.C.C. works wherever necessary and making good the dismandled portion to the original condition, complying with standard specifications. 110mm UPVC Pipes |
| 29 | 110mm UPVC Tee |
| 30 | 110mm PVC Elbow |
| 31 | 160mm UPVC pipe |
| 32 | 160mm UPVC Preforated Pipes |
| 33 | Supplying and fixing in position best quality HDPE soil/ waste pipes of various sizes having ISI mark and providing leakproof joints and making connection to all sanitaryfittings, dismandling masonry/R.C.C. works wherever necessary and making good the dismandled portion to the original condition, complying with standard specifications. |
| 34 | Specials HDPE fittings and Butterfly valves |
| 35 | Lowering HDPE pipes and specials to trench andlaying to proper grade and alignment and asdirected by the department engineers (TWAD SOR 23-24 Pg.no . 280) |
| 36 | Jointing HDPE Pipes and Specials by butt fusionwelding / electro fusion welding joints usingfusion equipment as per ISO 21307-2011 and asper IS 7634 (part-2) : 2012 including cost of hirecharges for butt fusion equipment power supplyarrangements etc., complete as per directed byEngineers. (TWAD SOR 23-24 Pg.no . 291) |
| 37 | Testing of pipes for water supply with hydraulictesting equipment by filling with water (includingcost of water) and testing to recommendedpressure in convenient stretches and attendingthe bursts if any occured during the test,excluding the cost of pipes but including otherincidential and operational charges etc.,complete for the following diametres of pipes. |
| 38 | Providing and fixing stainless steel seamless pipes confirming to the IS standards from stabilization reactor to sludge drying bed - 40mm pipe |
| 39 | 50mm pipe |
| 40 | Supplying of polished cuddapah slab of 20/30 mm thickness including laying to correct alignment as direct by engineer in charge. Includes fixing the slab to support structures.-Sludge Drying Bed - 12 beds |
| 41 | MEDIA FILLING - 10- 12mm |
| 42 | 16-18mm |
| 43 | 100-120mm |
| 44 | Weathering Course with Concrete Broken Brick (S.I.No.278) & ( P & D) Data 54.Jelly 20mm gauge in pure slaked lime (no sand to be added) over roof slab,the proportion of brick jelly to lime being "32 to 12.5 well beated with wooden beaters for giving required slope and thickness as directed by the departmental officers etc., complete. |
| 45 | Finishing the top of roof with one course of machine pressed tiles of size 200 mm x 200 mm x 20 mm of approved quality in Cement Mortar 1:3 (One Cement add three sand) 12 mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete |
| 46 | Painting 2 coats with approved cement paint over cement plastered wall surface, ceiling and other new surface and including cleaning, preparing the surface and curing etc., complete. |
| 47 | Paving the floor with Vetrified Marbonite tiles of approved quality and colour of size 600x600x8mm thick of approved make, quality and colour in all floors over a base layer of cement mortar 1:3(one cement three sand) 20mm thick and laid straight alignment and pointed neatly with colour cement at the rate of 0.40kg/m2 laid without any air gap in the tiles neatly and fixing in position as per standard specifications and as directed by the departmental officer.The colour & quality of tiles should be got approved by Municipal Engineer before use on work |
| 48 | Paving the floor with design Antiskirt ceramic tiles (colour and shade as directed) of size 305 mm x 305mm x 6 mm in all floors over a base layer of cement mortar 1:3 (one cement and three sand ) 20mm thick laid in-situ and pointed with same coloured cement |
| 49 | Dadooing with glassed tiles of 150mm*150mm*6mm size of approved quality and colour set in c.m 1:2 (one cement and two sand) 10 mm thick and pointing with white cement using 0.4 kg /m2 neatly as directed -including cost of all materials and labour charges etc complete as per SS |
| 50 | Painting two coats with ready mixed Plastic Emulsion Paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification |
| 51 | Painting two coats with Ready Mixed Enamel Paint over the new iron works of approved quality and colour without priming coatincluding the cost all materials etc.,complete, in all floors including cost, conveyance of all materials, labour charges therefore etc complete |
| 52 | Wiring with 2X 1.5 sqmm (22/0.3) PVC insulated unsheathed SC.Cu.conductor of 1100v grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with TW switch box with 5A F.T switch inflush with wall, covered with hylum sheet of 3mm thick with painting of suitable colour for open PVC light point etc complete SD-25 |
| 53 | Supply and fixing of 40 W tube light fittings with copper choke and all other accessories etc., complete complying with standard specification.(S.D 89) |
| 54 | Supply and fixing of M.S Grills with Doors and Windows with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification. |
| 55 | Supply and fixing of ISA angle for tuss including cost of material conveyance of all mater, fabrication and fixing charges etc. complete as per ISI with rust preventive primer and ready to assemble condition for easy installation at site including dismantling making necessary with power drill to the accessories such as supplying and fixing holdfast, plastic brush inserts receiver runner buttom shock absorbers etc. complete as directed by departmental office |
| 56 | Fabricating, supplying and fixing of pre painted galvanium iron sheets with the following specifications. The materials should be PPGI tile profile with a red colour or any other approved design 0.47 mm thick 24 guage having width 1050 mm. The sheet should be GI base pre painted hot dipped galvanised iron sheet and to be fixed with shelf tapping scres, plastic washer. The washer and screws to be fixed by using minute power machine drilled with out damaging the sheets paint coating to be regular modified polyster coat with zinc coating of Z 120 GSM paint thickness the finsh should be terra cotta finish like malabar mangalore tiles. Finish optional matt finish. The sheet to be fixed with making suitable corrugated, cutting the sheet in to the required size and making ornamental designs as per the siste condition and as directed by the departmental officers |
| 57 | Fabricating, supplying and fixing of pre painted polycarbonate sheets with the following specifications. The materials should be PPGI tile profile with a red colour or any other approved design 0.47 mm thick 24 guage having width 1050 mm. The sheet should be PC base pre painted hot dipped galvanised iron sheet and to be fixed with shelf tapping scres, plastic washer. The washer and screws to be fixed by using minute power machine drilled with out damaging the sheets paint coating to be regular modified polyster coat with zinc coating of Z 120 GSM paint thickness the finsh should be terra cotta finish like malabar mangalore tiles. Finish optional matt finish. The sheet to be fixed with making suitable corrugated, cutting the sheet in to the required size and making ornamental designs as per the siste condition and as directed by the departmental officers |
| 58 | Granolthic flooring with PCC 1:2:4 mix using ISS 10 to 12 mm chips including mixing and finishing to a well smoothened surface, watering cost and conveyance all materials and all labour and other incidental charges etc. complet as per standard specification |
| 59 | Supply and run of 2 of 4 Sq mm (56/03) PVC insulated SC unsheathed all conductor of 1100 V on 7/20 GI Bearer Wire for Service connection Mains. (S.D 57) |
| 60 | Supplying and fixing of 16 Amps DB Switch with metel clad of 500 V with fuse and neutral ( Side handle) on Suitable TW Box PWD Earthing. (S.D 141) |
| 61 | Supply and fixing of 1200m A.C. ceiling fan with regulator and all other accessories etc., complete complying with standard specification.(S.D 110) |
| 62 | Supplying and fixing in position ofWater clossetwith "S" trapincluding all including dismandling masonry and redoing the same to the original condition |
| 63 | Providing and fixing mild steel grill work for screening of wastewater as per drawing including fixtures, necessary welding and painting with one coat of zinc chromite primer and two coats of epoxy painting complete.(As per instruction of site engineer) - Weld grill with vertical sloping 6 mm thick bar placed at a distance of 3 cms and dimensions of 700 mm x 600 mm (ss314) |
| 64 | Weld grill with vertical sloping 6 mm thick bar placed at a distance of 1.5 cms and dimensions of 700 mm x 600 mm (SS314) |
| 65 | Supplying and fixing of RCC jolly including cost and conveyance of all materials and labour charges etc complete as standard specification. |
| 66 | Supply and Installation of Danline ropes 20 to 30mm |
| 67 | Supply and installation of submersible centrifugal sewage non-clog pumps2HP,15m head with10 Cubic Meter delivery per hour with Panel Board and all other fittings |
| 68 | Supply and installation of submersible centrifugal sewage non-clog pumpsPump - 5HP,15m head with 50 Cubic Meters delivery per hour with Panel Board and all other fittings(1 Working + 1 Standby) |
| 69 | Supply and installation of submersible centrifugal sewage non-clog pumpsPump - 5HP,15m head with 50 Cubic Meters delivery per hour with Panel Board and all other fittings(1 Working + 1 Standby) (TWAD SOR 23-24 P134) |
| 70 | Geological survey charges to locate the suitable borewell point as directed by the departmrntal officers etc complete. |
| 71 | Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the TWAD Board Officers) including construction of mud pit. - Up to 60.00 Mts from GL |
| 72 | Above 60.00 Mts Up to 90.00 Mts from GL |
| 73 | Above 90.00 Mts Up to 120.00 Mts from GL |
| 74 | Reaming from pilot bore from 150 mm to 300 mm size bore upto 60m depth below on - Up to 60.00 Mts from GL |
| 75 | Above 60.00 Mts Up to 90.00 Mts from GL |
| 76 | Above 90.00 Mts Up to 120.00 Mts from GL |
| 77 | Supply & erection of 150mm dia PVC borewell blue casing pipe with ISI specification as directed by thedepartmental officers including cost and conveyence of the same etc complete as per standard specification. |
| 78 | Supply & erection of 150mm dia PVC slotted borewell blue casing pipe with ISI specification as directed by thedepartmental officers including cost and conveyence of the same etc complete as per standard specification. |
| 79 | Lobour charge for inserting casing pipes assembly (with or without slot) in the drilled holewith ISI specification as directed by thedepartmental officersetc complete as per standard specification. |
| 80 | Charges for developing the borewell with air compressor of 600 cfm capacity(minimum 8 hours) inciuding transportation labour and fuel charges for compressor as directed by dept officers |
| 81 | Supply and delivery and erection of 1.5 HPSingle phase submersible pump are suitable for the duty condition of 20LPMX 100M head with out panel board with ISI specification as directed by thedepartmental officers including cost and conveyence of the same etc complete as per standard specification. |
| 82 | Supply and delivery of panel Board for 1.5 HP single phase panel board for submerisible motor with ISI specification as directed by thedepartmental officers including cost and conveyence of the same etc complete as per standard specification. |
| 83 | Supply and delivery of the followingpipe and specials for the erection of pump sets with ISI specification as directed by thedepartmental officers including cost and conveyence of the same etc complete as per standard specification. -32 mm Dia U pvc pipe |
| 84 | 32Dia Adopter |
| 85 | 25mm Dia GI Coupling |
| 86 | 25mm Dia GI Bend |
| 87 | 25mm Dia GI union |
| 88 | 32mm PVC bend |
| 89 | 20mm GI tee |
| 90 | 25-20 mm reducer |
| 91 | 20mm Tap |
| 92 | Bore clamp |
| 93 | 150mm Dia Bore cover |
| 94 | 32mm dia PVC pipe 10kg/cm2 |
| 95 | Supply and delivery of 2.5 sq.mm flat copper cable wire for submersible pump set with ISI specification as directed by thedepartmental officers including cost and conveyence of the same etc complete as per standard specification. |
| 96 | Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete |
| 97 | provision for road cutting charges |
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