Town Panchayats-TP has published Infrastructure And Amenities Fund 2020-21 Construction Of 1 . 00 Lakh Litter Capicity Oht ( 16M Stage ) At Athipatti In Boothipuram Town Panchayat , . Submission Date for this Tender is 29-01-2021. Over Head Tank Tenders in Boothipuram Town Limit Tamil Nadu. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of 1.00 Lakh litter capicity OHT ( 16m Stage) at Athipatti in Boothipuram Town Panchayat, Theni District. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1.01 | Earth work excavation and depositing on bank with initiallead of 10 m and lift of 2 M in for Laying of 90 mm dia 4KSC PVC Pipe for Distribution Line narrow trenches for layingof pipes for water supply and sewerage works in thefollowing type of soils as directed by Departmentalofficers such as Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with smallsize boulders and hard gravelly soil.One cubicmetre | 850 | m3 | |
| 2 | 2.01 | Supplying and Delivery of 90 mm dia 4 KSC PVC Pipe for Distribution Line and Specilas including all cost of materials and all labour charges with all lead chrages etc complete complying with standarad specifications and as directed by the depatmental officers | |||
| 3 | 2.02 | 90 mm dia 4KSC PVC Pipe for Distribution Line | 850 | m | |
| 4 | 2.03 | 90mm dia PVC Bend | 10 | No | |
| 5 | 2.04 | 90mm dia PVC Elbow | 4 | No | |
| 6 | 2.05 | 90mm dia PVC TEE | 6 | No | |
| 7 | 2.06 | 90mm dia PVC end cap | 2 | No | |
| 8 | 3.01 | Conveying and Lowering the 90 mm dia PVC pipes and specials in the trenches and laying to proper grade and alignment including all cost of materials and all labour charges with all lead chrages etc complete complying with standarad specifications and as directed by the depatmental officers | 850 | Mt | |
| 9 | 4.01 | Supply and delivery of 80 MM CI D/F sluice valves with cap along with specials of the 150mm dia in size confirming to IS 14846 / 2000 (PN1) including flanged tall piece and other specials as required, loading, unloading, transportation charges and stacking and jointing including cost of jointing materialsetc, complete as per standard Specification. | 2 | No | |
| 10 | 5.01 | Supplying of 80 mm dia KINETIC AIR VALVES FOR HANDLING MORE VOLUMES OF AIR IN PUMPING MAIN, DOUBLE ORIFICE KINETIC AIRVALVE CONFIRMING TO IS4845 TAMPER PROOF DESIGN (PN-1) | 2 | No | |
| 11 | 6.01 | Supply and delivery of DI D/F 80 mm Gate sluice valves (soft seated) resilient seated soft sealing Gate Valves(Sluice Valves) with body Bonnet of Ductile cast iron ofGrade GGG 40 or equivalent grade, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O- Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 4846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 | 3 | No | |
| 12 | 7.01 | Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNDSS 23 & 24, V, VI (S2), VII, 9,10 | |||
| 13 | 7.02 | Gravel Soil 0.00m - 2.00 m | 116 | m3 | |
| 14 | 7.03 | Gravel Soil 2.00m - 3.00 m | 52 | m3 | |
| 15 | 8.01 | Plain Cement Concrete of mix 1 : 4 : 8 (One pat of Cement four part of sand eightpart of aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 4 | m3 | |
| 16 | 9.01 | Reinforced Cement concrete M25 grade design mix using 20mm gauge machine broken hard granite stone jelly for all RCC items of works excluding cost of TMT rod, centering , struuting but including cost of mixing placing the concrete in postion vibrating cosolidating finishing and curing the concrete etc complete complying the standard specifications. | |||
| 17 | 9.02 | Column footing below 1.50m | 5 | m3 | |
| 18 | 9.03 | Column upto Plith or Tie Beam | 3 | m3 | |
| 19 | 9.04 | Column 0.00 mt to Tie beam + 4.00 mt level | 6 | m3 | |
| 20 | 9.05 | Column above 4.00m to Tie beam +8.00 mt level | 6 | m3 | |
| 21 | 9.06 | Column above 8.00m to Tie beam +12.00 mt level | 6 | m3 | |
| 22 | 9.07 | Column above 12.00mlevel to below the slab bottom | 3 | m3 | |
| 23 | 10.01 | Reinforced Cement concrete M30 grade design mix for the follwing items. The rate excluding cost of TMT rod, centering , struuting but including cost of mixing placing the concrete in postion vibrating cosolidating finishing and curing the concrete etc complete complying the standard specifications.for Bottom slab, Side wall and Cover Slab | 34 | m3 | |
| 24 | 11.01 | Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10 stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 | |||
| 25 | 11.02 | Outer Footoing | 9 | m2 | |
| 26 | 11.03 | For Square Column Upto Plinth or Tie Beam | 18 | m2 | |
| 27 | 11.04 | For Circular Column Upto Plinth or Tie Beam | 3 | m2 | |
| 28 | 11.05 | RCC Tie Beam at 0.00 level | 25 | m2 | |
| 29 | 11.06 | For Square Column above 0.000m to 4.0 ht from GL | 29 | m2 | |
| 30 | 11.07 | For Circular Column above 0.000m to 4.0 ht from GL | 5 | m2 | |
| 31 | 11.08 | RCC Tie Beam at 4.00M level | 26 | m2 | |
| 32 | 11.09 | Square Column | |||
| 33 | 11.1 | Square Column above 4.00m to 5.00M level ht from GL | 8 | m2 | |
| 34 | 11.11 | Column above 5.00m to T6.00M | 8 | m2 | |
| 35 | 11.12 | Column above 6.00m to7M | 8 | m2 | |
| 36 | 11.13 | Column above 7.00m to 8M | 8 | m2 | |
| 37 | 11.14 | Cirucular Column | |||
| 38 | 11.15 | Column above 4.00m to 5.00M level ht from GL | 2 | m2 | |
| 39 | 11.16 | Column above 5.00m to 6.00M level ht from GL | 2 | m2 | |
| 40 | 11.17 | Column above 6.00m to 7.00M level ht from GL | 2 | m2 | |
| 41 | 11.18 | Column above 7.00m to 8.00M level ht from GL | 2 | m2 | |
| 42 | 11.19 | RCC Tie Beam at 8.00m level | 26 | m2 | |
| 43 | 11.2 | Square Column | |||
| 44 | 11.21 | Column above 8.00m to 9 MT | 8 | m2 | |
| 45 | 11.22 | Column above 9.00m to 10 MT | 8 | m2 | |
| 46 | 11.23 | Column above 10.00m to 11 MT | 8 | m2 | |
| 47 | 11.24 | Column above 11.00m to 12MT | 8 | m2 | |
| 48 | 11.25 | Cirucular Column | |||
| 49 | 11.26 | Column above 8.00m to 9 MT | 2 | m2 | |
| 50 | 11.27 | Column above 9.00m to 10 MT | 2 | m2 | |
| 51 | 11.28 | Column above 10.00m to 11 MT | 2 | m2 | |
| 52 | 11.29 | Column above 11.00m to 12 MT | 2 | m2 | |
| 53 | 11.3 | RCC Tie Beam at 12.00 level | 26 | m2 | |
| 54 | 11.31 | Square Column | |||
| 55 | 11.32 | Column above 12.00m to13MT | 8 | m2 | |
| 56 | 11.33 | Column above 13.00m to14 MT | 8 | m2 | |
| 57 | 11.34 | Column above 14 00m to15 MT | 8 | m2 | |
| 58 | 11.35 | Column above 15 00m to15.20 MT | 2 | m2 | |
| 59 | 11.36 | Cirucular Column | |||
| 60 | 11.37 | Column above 12.00m to 13 MT | 2 | m2 | |
| 61 | 11.38 | Column above 13.00m to 14 MT | 2 | m2 | |
| 62 | 11.39 | Column above 14.00m to 15 MT | 2 | m2 | |
| 63 | 11.4 | Column above 15.00m to T15.13 MT | 0.25 | m2 | |
| 64 | 11.41 | Top haunch | 4 | m2 | |
| 65 | 11.42 | Curved Surfaces | |||
| 66 | 11.43 | RCC roof beam @ slab ( 15m - 16m) | 215 | m2 | |
| 67 | 11.44 | Cover slab | 45 | m2 | |
| 68 | 12.01 | Supplying fabricating and placing in position of steel rods using TMT Steel rod including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications. TNDSS NO: 86 | 9900 | Kg | |
| 69 | 13.01 | Brickwork in cement mortor 1 : 5 (One part of Cement and five part of Sand) using best quality of cII class bricks of size 83/4x41/4x23/4 including all cost of materials and Labour Charges including Curing charges etc., Complete as per standard specification. | 6 | m3 | |
| 70 | 14.01 | Plastering in Cement Mortor 1:5 Mix (one part of Cement,, five part of sand)12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.TNDSS NO: 56, 57 | 25 | m2 | |
| 71 | 15.01 | Plastering in Cement Mortor 1:5 Mix (one part of Cement,, five part of sand)20 mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.TNDSS NO: 56, 57 | 5 | m2 | |
| 72 | 16.01 | Manufacturing, supplying and fixing in position plain cement concrete precastslab of s in Cement Concrete 1:2:4 (One cement, Two sand and Four jelly) using 12-10 mm HBG stone jelly including cost of moulding charges, casting of slab, finishing, curing, fixing and pointing the slab with CM 1:3 (One Cement and Three Sand) to full depth of slab etc., complete complying with standard specification and as directed | 9 | m2 | |
| 73 | 17.01 | Supplying and Painting the walls with Two Coats Weather sealed Exterior emulsion Paint as instructed by the departmrntal officers including Preparation of surface curing, etc complete in all floorscomplying with standard specification. ( The Colour and shade of the paint shall be got approved by the departmental officers.) | 227 | m2 | |
| 74 | 18.01 | Supply, delivery and fixing of 100 mm dia GI pipe pipes for OHT connectings including civil works (vide separate estimate) | |||
| 75 | 18.02 | 100 mm dai Inlet and Outlet Pipe | 66.5 | M | |
| 76 | 18.03 | 80 mm Scour Pipe | 20.5 | M | |
| 77 | 18.04 | 100 mm GI TEE | 1 | No | |
| 78 | 18.05 | 100mm GI 90 deg. Bend | 6 | No | |
| 79 | 18.06 | 100 mm GI Coupling | 12 | No | |
| 80 | 18.07 | 100 mm GI Union | 1 | No | |
| 81 | 18.08 | 100 x 80mm GI Reducer | 2 | No | |
| 82 | 18.09 | 100 GM Gate valve | 2 | No | |
| 83 | 18.1 | 80 GM Gate valve | 1 | No | |
| 84 | 18.11 | 90 mm Threaded coupler | 1 | No | |
| 85 | 18.12 | 110 mm Threaded coupler | 2 | No | |
| 86 | 19.01 | Providing and fixing of Reinforced cement concrete 1:1:5:3 mix spiral stair-case of approved design outside of the tank as generaly shown in plan including cost of cement, shuttering, strutting, moulding, lifting, casting of steps and any other incidental charges and painting etc. | 1 | no | |
| 87 | 20.01 | Supply , delivery and fixing in position of CI man hole cover and frame of size 75x75 cm on roof slab and as directed by the Officers, The manhole frame and cover should be of light duty and conforming to IS 1726/1974 | 2 | no | |
| 88 | 21.01 | Supplying and fixing of Reinforced cement concrete 1:1:5:3 ( one part of cement :one point five part of sand: Three paart of Coarse Aggregate) using 20 mm HBGS for RCC Handrails of 0.91 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing | 22.92 | m | |
| 89 | 22.01 | Refilling the foundation for service reservior with excavated earth (over than sand ) in layers of 15 cm thick well rammed, watering and consolidating etc., complete complying with standard specification as directed by Officers | 103 | m3 | |
| 90 | 23.01 | RCC 1:1:5:3 (One Part of cement one and halfpart of sand and three part of 20mm size HBG stone) for the RCC inside ladder including the cost of reinforcement fabricating centering and shuttering,cost of mixing placing of concrete vibrating curing, finishing etc., complete | 1 | No |
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