Municipality Tender

Construction of Side Drain from Sanjeev(H) to Ahmed(H) and Slab Culvert at CSI Church, Laying of HDP;Female Threaded straight Compression adopter (FTA) conforming to ISO 14236 clause 5& ISO 17885-2015 suitable for 20mm OD MDPE & SS 304 metal insert with BSPthreaded of 1/2" size. of adiquate thickness to withstand working pressure of 10Bar: with polypropylene body:Nut/Cap,Packing bush: POM clip ring: NBR rubber gasket

Construction of Side Drain from Sanjeev(H) to Ahmed(H) and Slab Culvert at CSI Church, Laying of HDP;Saddles:-PP Mechanical clamp saddle tappings moulded metal female threaded in 1/2" size complying with AS/NZS or relevent internation standard for drinking water supply using food grade for using in drinking water system and having working pressure of 10 bar for 63 to 160 mm dia HDPE/PVC main with 1/2" HHC. 75 mm dia 1/2 " Nipples and Union

Construction of Side Drain from Sanjeev(H) to Ahmed(H) and Slab Culvert at CSI Church, Laying of HDP;Supply & Delivery of HDPE pipes as per IS:4984/1988 for water supply with its amendments and revisons thereon includind earth work excavation, lowering, laying and jointing of pipe lines true to alignment and gradient, trench excavtion of size 0.7x0.6m for pipe lines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soil and boulders) with watering, tamping and removing surplus earth from site of work and filling pipe line with water and testing & commissioning of pipeline etc., complete. The rates are inclusive of cost & conveyance of all materials and labour charges for finished item of pipe line work including Contractor Profit @ 13.615% but excluding all taxes.

Construction of Side Drain from Sanjeev(H) to Ahmed(H) and Slab Culvert at CSI Church, Laying of HDP;For Road Crossing 300 mm dia

Construction of Side Drain from Sanjeev(H) to Ahmed(H) and Slab Culvert at CSI Church, Laying of HDP;PHE-LRCS-6 : Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 - RCC-NP2.for road Crossing -200 mm Dia Rcc Pipes,

Construction of Side Drain from Sanjeev(H) to Ahmed(H) and Slab Culvert at CSI Church, Laying of HDP;For Road Crossing 300 mm dia

Construction of Side Drain from Sanjeev(H) to Ahmed(H) and Slab Culvert at CSI Church, Laying of HDP;Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced)Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate permeter of effective length) Excluding transportation & taxes.for road Crossing -200 mm Dia Rcc Pipes,

Construction of Side Drain from Sanjeev(H) to Ahmed(H) and Slab Culvert at CSI Church, Laying of HDP;RBR-FNDN-7 : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT)/ Mild steel (MS) steel bars (Fe 500/500D/550D grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., complete for finished item of work ( APSS No.126). for base slab, walls and top slab.

Construction of Side Drain from Sanjeev(H) to Ahmed(H) and Slab Culvert at CSI Church, Laying of HDP;RBR-FNDN-4 C (i): Providing R.C.C grade M 20 (Nominal Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. For Culvert slab, Ramps

Construction of Side Drain from Sanjeev(H) to Ahmed(H) and Slab Culvert at CSI Church, Laying of HDP;RBR-FNDN-4- II (iii) : Providing PCC M15 nominal mix using 20 mm size graded HBG crushed metal including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc.,to site, labour charges for mixing, laying concrete,ramming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work as directed by Engineer-in Charge - for drain Side walls

Construction of Side Drain from Sanjeev(H) to Ahmed(H) and Slab Culvert at CSI Church, Laying of HDP;RBR-FNDN-4-I-(i): Providing P.C.C- M 10 grade concrete for plain/reinforced concrete ( Nominal mix 1:3:6) in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. for drain base slab for Drain Base slab 0.45X0.45 size drain

Construction of Side Drain from Sanjeev(H) to Ahmed(H) and Slab Culvert at CSI Church, Laying of HDP;RBR-FNDN-1- B (i): Earthwork excavation in ordinary soil by mechanical means up to 3 mts depth for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH.0.45x0.45m Size Drain, for slab culvert

Construction of Side Drain from Sanjeev(H) to Ahmed(H) and Slab Culvert at CSI Church, Laying of HDP;Cutting open C.C. road surface including stacking of excavated materials for pipe line trench work. as directed by the departmental officers.

Construction of Side Drain from Sanjeev(H) to Ahmed(H) and Slab Culvert at CSI Church, Laying of HDP;RBR-STCL-7(B) : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.Drain Bed,Drain side walls