|
| 1 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep and getting out in hard / dense soil for layingof pipe lines etc, complete all as specified and directed by Engineer-in-Charge. |
| 2 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm, complete all as specified and directed by Engineer-in-Charge. |
| 3 | Removing excavated material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 4 | Material and labour for cutting of existing bitumen road / CC road / PCC hard standing up to 15 cm depth for laying of pipe lines and making good the disturbed surfaces by providing PCC 1:2:4 type B-1 (using 20mm graded aggregate) after laying of pipes lines and returning filling of soil, complete all as specified and directed. Note:- Excavation and earth work below road / hard standing thickness shall be measured and paid under relevant items. |
| 5 | Material and labour for Cutting CI / DI pipes of size 200 mm bore dia in position for insertion of new tees, branches, etc. complete all as specified and directed by Engineer-in-Charge. |
| 6 | Dismantling rubber gasket joints of spigot and socket pipes of size 200 mm dia, complete all as specified and directed by Engineer-in-Charge. |
| 7 | Taking up Ci/DI water mains of size 200 mm dia (including all fittings), with spigot and socket ends including disconnecting pipes and fittings, complete all as specified and directed by Engineer-in-Charge. |
| 8 | Supplying, laying, jointing, testing and commissioning of 200mm dia, class K-9, Ductile iron pipe (Conforming to IS: 8329-2000), Centrifugally Cast (Spun) Pressure Pipe with Socket and Spigot ends suitable for Push-on-Joint including jointing material, duly applied with Zinc Coating with finishing layer of Bitumen on external surfaces and Cement Motor Lining with Bituminous Seal Coat on internal surfaces complete all as specified and as directed by Engineer-in-Charge. |
| 9 | Material and Labour for DI fittings (Class K-12) suitable for DI spigot and socketed pipe of size from 150 mm to 300 mm bore and any type such as MJ Collar, Bends (any type, radius and angle), tapers any type (straight, bend, increasing, decreasing or double socket etc), Tee pieces (single branch, \"Y\" junction, double branch, cross etc), collars, caps and plugs etc, complete all as specified and directed by Engineer-in-Charge. |
| 10 | Material and labour for M.S. ERW Pipe plain end as per IS:3589 GR.330, nominal bore 200 mm dia, pipe thickness 6 mm with all necessary fittings such as flanges, bends, tees, reducers, elbows, dummy plates etc including cutting, welding and joining etc as per site requirement and applying two coats of synthetic enamel paint of approved colour over a coat of red oxide primer complete all as specified and directed. |
| 11 | Supply and fix Cast Iron double orifice kinetic air valve with SS floats of size 100mm ISI marked IS:14845 Type DK in PN 1.0 flanged ends with isolating sluice valve ISI marked complete all as specified and directed by Engineer-in-Charge. |
| 12 | Material and labour for Reinforced cement concrete (nominal mix) 1:2:4, Type B1 (20mm graded aggregate) in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. Note: Steel reinforcement shall be measured and paid separately. |
| 13 | Material and labour for Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 14 | Material and labour for Mild steel TMT bars 6 mm to 8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 15 | Material and labour for brick masonry with sub class B bricks, straight or curved on plan exc 6mmean radius in cement mortar 1:6 complete as in thrust / support blocks for water pipe lines complete all as specified and directed by Engineer-in-Charge. |
| 16 | Material and labour forrendering 10mm thick cement plaster 1:6 on fair faces of brick work or concrete surfaces finished even and smooth (with out using extra cement) complete all as specified and directed by Engineer-in-Charge. |
| 17 | Material and Labour for PCC 1:2:4 type B1 using 20mm graded stone aggregate with necessary form work etc complete all as specified and directed by Engineer-in-Charge. |
| 18 | Note for Item No. 1 to 17:-(i) The work is to be executed at Dolphin Hill, which is a hilly terrain having rock formations, thick vegetation, plants, trees, land undulations, etc. Hence, the quoted rate shall be deemed to be inclusive of all such conditions, and nothing extra shall be admissible on this account.(ii) The quoted rate shall be deemed to be inclusive of the cost of ground clearance, such as removal of encountered rock, cutting and clearing of bushes, vegetation, etc., required for laying of pipelines complete, and nothing extra shall be admissible on this account.(iii) The pipelines to be re-routed form the main pumping line from Nausena Baugh Pump House to Dolphin Hill Sumps. Therefore, the work shall be carried out by technically competent workmen under the supervision of a competent engineer experienced in execution of water supply pumping lines. The quoted rate shall be deemed to be inclusive of the same, and nothing extra shall be admissible on this account.(iv) The entire Dolphin Hill residential and OTM accommodation area is dependent on this pumping line for daily water supply. Hence, the new pipeline shall be laid and connected first, and only thereafter the old pipeline shall be removed, so as to avoid disruption of water supply. If, for any reason, the water supply is disturbed for more than six (06) hours, a penal recovery of Rs. 5,000/- per hour shall be recovered from the contractor’s dues. Therefore, the quoted rate shall be deemed to be inclusive of all such provisions, and nothing extra shall be admissible on this account.(v) Thrust blocks to hold the pressure line shall be constructed as directed by the Engineer-in-Charge. These shall be measured and paid separately under the relevant items of the BOQ. |
| 19 | SCHEDULE OF CREDITNote :- Amount of Rs. 86,400.00 indicated in Tender Documents as Schedule of Credit shall be deducted from the total quoted amount of BOQ. |
