Providing Fstp In Pernayakkanpatti, Sivakasi Providing Fstp In Pernayakkanpatti, Sivakasi
Tender Value
4.35 Crore
Estimated cost
Bid Submission
26 Oct 2021
0 days left
EMD
4.35 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
SIVAKASI → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Providing Fstp In Pernayakkanpatti, Sivakasi Providing Fstp In Pernayakkanpatti, Sivakasi
BOQ
| Sl. No. | Item Description |
| 1 | Earth work open excavation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification. |
| 2 | Removal of excess excavated earth from the site and dumping away from the location. |
| 3 | Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. |
| 4 | 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 |
| 5 | Cement Concrete 1:4:8 (One Cement, Four sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundationincluding dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed by using mechanical earth rammer, consolidated and curing etc. complete complying with standard specification and as directed by engineer in charge (OPC) |
| 6 | Cement Concrete 1:4:8 (One Cement, Four sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundationincluding dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed by using mechanical earth rammer, consolidated and curing etc. complete complying with standard specification and as directed by engineer in charge (SRC) |
| 7 | Providing and laying in Position, SR C 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 concrete of 400 Kg/M3 and maximum water content 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 preparing strength and durability with about (5 cu.m) 7730 Kg of 20mm machine crushed stone jelly and with about (3.30 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 laying, vibrating with mechanical vibrators, finishing curing etc., and providing fixtures like fan clamps in the RCC floor/roof slabs wherever necessary without claming etc., complete complying with standard specifications and as directed by the departmental officers. The coarse and fine aggregates to be used should be comply with the requiremnts of IS standard. |
| 8 | 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 concrete of 400 Kg/M3 and maximum water content 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 preparing strength and durability with about (5 cu.m) 7730 Kg of 20mm machine crushed stone jelly and with about (3.30 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 laying, vibrating with mechanical vibrators, finishing curing etc., and providing fixtures like fan clamps in the RCC floor/roof slabs wherever necessary without claming etc., complete complying with standard specifications and as directed by the departmental officers. The coarse and fine aggregates to be used should be comply with the requiremnts of IS standard. |
| 9 | 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) |
| 10 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oakjoists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation - Plinth Beam |
| 11 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - For plane surfaces such asrectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc. |
| 12 | 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. |
| 13 | Supplying and fixing Solid Blocks of 400 X 200 X 200mm insize confirming to S.S. 2145-1965 (including jam blocks closers etc.) made in CC 1:3:6 (One Cement Three Sand and Six HBSJ 6 mm) in CM 1:5 (one of cement and five of sand),for masonry wall partition wall including curing neat finishing etc. complete |
| 14 | Flooring with following plain ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three Sand)base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification.(The make and brand of the tiles should be got approved by Engineer in charge before use on works) OPC |
| 15 | Providing 12 mm thick cement plaster in one coat in external surface with 1:5 cement mortar mixed including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. (SRC) |
| 16 | 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 |
| 17 | Providing and fixinguPVC pipes (Soil and waste line) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Engineer in charge is necessary before use.) |
| 18 | 6 inch dia T piece |
| 19 | 6 inch bend |
| 20 | 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 oxide and two coats of oil painting complete.(Ass per instruction of site engineer) Weld grill with vertical sloping 5 mm thick bar placed at a distance of 3 cms and dimensions of 700 mm x 600 mm |
| 21 | Weld grill with vertical sloping 5 mm thick bar placed at a distance of 1.5 cms and dimensions of 700 mm x 600 mm |
| 22 | 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 |
| 23 | Providing 20 mm thick cement plaster in one coat in 1:5 cement mortar mixed with water proofing agent , including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. |
| 24 | Supplying of polished cuddapah slab of 20/30 mm thickness including laying to correct alignment as direct by engineer in charge |
| 25 | Random rubble Stone Masonry inCement Mortar 1:6 using best quality of rubble stones for foundation and basement including curing, etc., complete complying with standard specifiction. |
| 26 | Providing and fixinguPVC pipes (Soil and waste line) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Engineer in charge is necessary before use.) 4 inch dia inlet |
| 27 | 4 inch tee piece |
| 28 | 4 inch elbow |
| 29 | 6 inch perforated pipe with 100 perforations at 0,45,90,135 and 180 degree per metre length. Hole dimensions in excess of 10 mm diameter |
| 30 | 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 |
| 31 | Passing through 20 mm & Retained on 16 mm sieve |
| 32 | Passing through 10 mm & Retained on 6 mm sieve |
| 33 | Fine sand 1-2 mm |
| 34 | 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 |
| 35 | Damp proof course with Cement Mortar 1:4 (One Cement and Four sand) 12mm thick mixed with best approved quality water proofing compound conforming to Indian Standard specification as specified by the departmental officers at 2% by weight of cement used, finishing and curing etc. complete complying with standard specification. |
| 36 | 160 mm dia desludging pipe, UPVC, fixing |
| 37 | 0.11m dia, UPVC air vent pipe with vent cowls |
| 38 | 110 mm dia Elbow pipe- UPVC |
| 39 | Providing and laying Cinders as a Filter Material In AF as per theinstruction given by the site engineer in charge. |
| 40 | Cement Concrete 1:3:6 (One Cement, Three sand and Six hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for foundationincluding dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed by using mechanical earth rammer, consolidated and curing etc. excluding cost of shuttering complete complying with standard specification and as directed by engineer in charge (SRC) |
| 41 | Providing 12 mm thick cement plaster in one coat in 1:4 cement mortar mixed with water proofing agent , including scaffolding and curing and also complying with standard specifications and instructions of the engineer in charge. (Internal Plastering) |
| 42 | Providing and Laying coarse stone aggregates/river pebbles of sizes as below after washing and sieving to make it free from fines and dust 90-120mm |
| 43 | 16-20mm |
| 44 | 10-12mm |
| 45 | 10-12mm |
| 46 | Providing and fixinguPVC pipes (Soil and waste line) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Engineer in charge is necessary before use.) Perforated Pipes (110mm dia) |
| 47 | 110mm dia swivel pipe |
| 48 | 110mm dia end cap, elbows, collars etc |
| 49 | 110mm dia Inlet pipes |
| 50 | 55mm dia inlet pipe to the PGF |
| 51 | Providing Plants in PGF |
| 52 | Brickbat filling |
| 53 | supply and packingPuddle clay as per std specification |
| 54 | RCC pre-cast slab of 10.0 cm thick with RCC 1:1.5:3 mix using 20mm HBG metal including cost of steel reinforcement, shuttering curing andfixing in posion etc complete |
| 55 | 110 mm dia Elbow pipe- UPVC |
| 56 | Earth work excavation in all kinds of soils and sub soils with an initial lead 10m andlift of 2m and convey the same upto 1KM lead etc.,complete as per standard specification. |
| 57 | Supplying and filling of stone dustfor foundation basement with filling stone dustin layer not more than15cm thick well rammed, watered and consolidated etc.,including all cost with standard specifications. |
| 58 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforcement Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc., which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc., complete in all floors complying with standard specification. |
| 59 | Supplying and filling ofwell gravelfor foundation basement with filling well gravelin layer not more than15cm thick well rammed, watered and consolidated etc.,including all cost with standard specifications. |
| 60 | Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. |
| 61 | Providing and fixinguPVC pipes (Soil and waste line) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Engineer in charge is necessary before use.)110 mm dia PVC pipes fixing |
| 62 | 4 inch elbow,collar |
| 63 | 4 inch bends |
| 64 | Providing and fixing stainless steel seamless pipes confirming to the IS standards from stabilization reactor to sludge drying bed 40mm dia |
| 65 | 50mm dia |
| 66 | Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 70cm x 70cm 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 |
| 67 | Providing and fixinguPVC pipes (Soil and waste line) of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Engineer in charge is necessary before use.) 110 mm dia PVC pipes fixing |
| 68 | Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour chargesetc., complete as per standard specification (OPC) |
| 69 | Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour chargesetc., complete as per standard specification (SRC) |
| 70 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 |
| 71 | White washing one coat with freshly burnt white shell lime in all floors including cost of lime, blue powder, fevicol type gum, brushes, scaffolding charges, etc., complete complying with standard specification and as directed by the engineer in charge |
| 72 | Supplying and fixing in position best quality cuddapah sink of following sizes including cost of 32mm dia CP waste coupling, 32mm dia PVC waste pipe with rubber plug and chain, 15mm dia brass nipple including fixing the sink in position and testing for leakages etc., complete complying with standard specifications excluding CI brackets.[The sink and specials should be got approved by the Engineer before use on works] |
| 73 | Supplying and fixing in positon Indian Water Closet (Oriya type) of size 580 x 440mm white glazed earthern ware of approved quality and brand with \"P\" or \"S\" trap conforming to BIS with sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two sand and Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to CI soil pipes (including the cost of 100mm dia CI pipe for a length of 600mm) by dismantling brick masonry wall / reinforced cement concrete roof / floor slab and making good the dismantled portion to the original condition with leakages etc., complete complying with standard specifications and as directed by the departmental officers.(The water closet should be got approved by the Engineer before use on works). |
| 74 | Manufacture and installation of MS steel door with handle including all hinges and frames |
| 75 | Manufacture and installation of MS steel window with handle including all hinges and frames |
| 76 | Providing and fixingUPVC SOIL / VENT / WASTE SWR pipe of required diameter conforming to I.S.-13592, and I.S.-4985 to withstand continous internal hydroulic pressure of 6 kg/cm2 including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Engineer in charge is necessary before use.) |
| 77 | providing and installing Commode properly into the toilet as per the specifications |
| 78 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev V Specifications |
| 79 | Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications |
| 80 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 |
| 81 | Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 45.27kgs of VG30 bitumen for premixing per 10sqm and 5.03 kg of shreded municipal plastic waste including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTHRev-5. |
| 82 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and Laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250gms. Per Sq.m. area thickness of 2.5mm exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level, uniform and free from streaks and holes. |
| 83 | Road Markers / Road Stud with Lense Reflector. Providing and Fixing reflective road studs of category \"B\" raised pavement markers made out of Poly Carbonate / ABS moulded body and Reflective Panels (Bi - Convex reflectors) with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro - reflectance and chromaticity valves conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No. R.W. / N.H. 33023/10/97 D.O. III dt. 11.06.97 and the length, height and. width of the body shall not be less than 100mm, 15mm and 90mm and base of marker shall be flat with in 1.30mm. The marker shall support a load of 13635 Kg. tested in accordance with ASTM D4280. Lenses shall be moulded of poly carbonate or methyl methecrylate conforming to ASTM D788. The area of each retro - reflectory surface shall not be less than 13.00Sq.cm. The Slope or Retro - Reflectory surface shall not be less than 13.00Sq.cm. The Slope or Retro - Reflectory surface shall be 35 + 5 degree to base. Each reflector shall have acil not less than values specified in table of 2 of said MORTH & H circular and two of cindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage. |
| 84 | Sign Board made of Retro Reflective type XI sheeting, ASTM D4956 specification (To be used only in Black spot, chevron marking, junction notification and accident prone zone) (a) More than 0.90 Sq.m. |
| 85 | 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 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 staandards. (No separate payment will be made by the Department for the excess usage of materials) |
| 86 | Supply, installation and commissioning of solar powered sludge pump (4 numbers) and water pump (1 no.) of approved make. Includes civil works, fabrication work for mounting the pump, neccesary plumbing with manual flow control valves, non returnable valves and spill back arrangement. (For 1 HP an approximate cost 100,000 has been taken) |
| 87 | Supply and installation of control panel and sensor for level indication in the tank and additional sensor for dry run protection of the pump, as per specification of the pump installed as well as Commissioning the control panel with safety measurements. Includes cost of wiring, civil works and others as required for installing and commissioning the system |
| 88 | Supply of Mechanised Tiller and trailer of 1 ton capacity for loading, unloading, transportation of dry sludge from sludge drying bed to the required location. |
| 89 | Supply, installation and commissioning of 7.5 KVA Diesel generator ( Mahindra Powerol, make) with required arrangements for venting out the exhaust. Also included is the cost of wiring and other electrical charges to connect to main feeder panel located at the operator room |
| 90 | Procurement, transportation and installation of underground 2000lr sintex tank ofcapacity |
| 91 | Supply, installation and commissioning of submersible pump of approved make for pumping of water (1 HP) . Includes civil works, fabrication work for mounting the pump , neccesary plumbing as per the instructions of Engineer In charge. |
| 92 | Supplying, fabricating, erecting structural steel work for roofing welded or bolted type using MS channels, angles, plates and round bars etc. conforming to IS specification including primer coating and enamal painting as per Design given by the departmental officers etc, complete as per standard specification |
| 93 | Fabricating supplying and fixing of pre painted galvanized iron sheets with the following specification. The materials should be of 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 G.I.base pre painted hot dipped galvanized iron sheet and to be fixed with shelf tapping screws,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 finish 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 ssize and making ornamental designs as per the site condition and as directed by the departmental officers. |
| 94 | Plughing of earth with tractor |
| 95 | Earth work for bund formation |
| 96 | Purchase of Kenya seed |
| 97 | Paving of seeds |
| 98 | Supplying and laying Rubberised interlocking Paver blockM40 grade Providing and laying of80mmthick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approvednon skitting surface in the top and the rate including levelling the base preparation ofpavers as sub base, stone dust cushion 150mm thick layingout of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. |
| 99 | Supply and delivery of 80MMx65MM 6Mts swaged welded pole including RCC Works |
| 100 | Supply and fixing of 25 Watts LED Street Light Fittings |
| 101 | Supply and fixing of 10Sqrmm 3Core UG Aluminium Cable |
| 102 | Supply and fixing of 2.5Sqrmm 3Core Copper Cable |
| 103 | Supply and fixing of St.lightjuction Box |
| 104 | Earthing work excauvation including refilling works |
| 105 | Earthing works for IS Standard Specification |
| 106 | Supply and fixing of St.lightAutomatic Switch Box |
| 107 | Supply and delivery of 6Amps Single Pole MCB |
| 108 | Supply and delivery of 63Amps Double Pole MCB with Box |
| 109 | Brick work in CM 1:5 (one cement & five sand) using II class ground mouldedcountry bricks of size 8.75\"X4.25\"X 2 3/4\" including finishing, curing, etc., complete complying with standard specification - 100CFT |
| 110 | Supply and filling of 40mm metal |
| 111 | Supply and delivery of the following tree plants and other plants Pencil maram |
| 112 | Vembu |
| 113 | Moongil |
| 114 | Magizhamaram |
| 115 | Pongai |
| 116 | Teak |
| 117 | Ornamental ficus tree |
| 118 | Tulasi |
| 119 | Araucaria Tree |
| 120 | Poovarasu |
| 121 | Arali |
| 122 | Duranta Gold |
| 123 | Ixora |
| 124 | Clerodentron |
| 125 | Hibiscus |
| 126 | Alamanda |
| 127 | Royal Palm |
| 128 | Ravenala |
| 129 | Creepers |
| 130 | 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.-10 cum |
| 131 | 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 |
| 132 | Earthwork excavation and depositing on bank in hard stiff clay, stiff black cotton, hard redearth, shales, murram,gravel stoney earth,earth mixed with small sized boulders , hard gravelly soil etc.,with an initial lead of 10m and lift of 2m and as directed by TWAD Board Oficers for Foundation |
| 133 | Providing manure,planting the saplings and watering charges |
| 134 | Supply and fixing of RCC precast slab in cement concrete 1:1.5:3 mix (One cement one and half sand and three aggregate) using 20 mm ISS metal including cost of moulding charges mixing, laying and curing cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification but excluding cost of reinforcement |
AI Tender Summary
Tender Timeline
Sep 28, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 27, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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