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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: GE Utilities Udhampur Name of Work: Repair/ Maint of Pumping system, pipe lines and valves at 03 ASD, FOD, 151TA, 284ARTY, 1988 Med Bty, Para units, DEPTA and maint of distribution header, Sluice valve, non return valve, Air Release Valve and allied works at various locations under GE (Utilities) Udhampur Contract No: GE/U-63/2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Ser.No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth,foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. and taking out/laying of pipe lines of soft/loose soil, complete all as specified and directed by Engr-in-Charge. |
| 3 | Returning, filling in, including spreading, leveling, watering and well ramming in layers, each layer not exceeding 25cm thick after pipes have been laid and tested complete all as specified and directed by Engr-in-Charge. |
| 4 | Removing excavated material to a distance not exceeding 50 metre 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. |
| 5 | Taking up or down old unseviceable GI pipe of size 150 mm dia including all fittings complete all as specified and directed by EIC. |
| 6 | Taking up or down old unseviceable GI pipe of size 100 mm dia including all fittings complete all as specified and directed by EIC. |
| 7 | Taking up or down old unseviceable GI pipe of size 80 mm dia including all fittings complete all as specified and directed by Engineer-in-Charge. |
| 8 | Taking up or down old unseviceable GI pipe of size 50 mm dia including all fittings complete all as specified and directed by Engineer-in-Charge. |
| 9 | Description all as per ser item No 7.00 here-in-before, but size of 40 mm dia |
| 10 | Description all as per ser item No 7.00 here-in-before, but size 25 mm dia |
| 11 | Description all as per ser item No 7.00 here-in-before, but size of 20 mm dia |
| 12 | Description all as per ser item No 7.00 here-in-before, but size of 15 mm dia |
| 13 | Description all as per ser item No 7.00 here-in-before, but size of 15 mm dia |
| 14 | Supply and laying in replacement of tubes medium grade galvanised plain end with all fittings laid in trenches of size 150 mm bore including all fittings such as bends (any type, radius or angle), tapers any type (straight, bend, increasing, decreasing or double socket etc) TEE pieces single branch, 'Y' Junction, double branch, cross collars, cap and plugs, MS flanges complete bends, TEE pieces, collars, elbow, tail piece etc complete all as specified and directed by Engr-in-Charge.Note :- (i) MS flange, hot-dip galvanized (GI) Nominal Bore: 150 mm (6\\"), Flange OD: 280 mm of thickness 16 mm, Bolt circle & holes as per IS 6392 and Bolt Holes: 8 Nos, to be provided at every 6 m length of plain end pipe. Flange will be welded to the GI pipe and 3mm thick gasket to be provided between two flanges and will be fixed with 08 Nos of nuts and bolts (M20 Type) at each jointing. Flanges will be of IS-6392 specifications. The cost of flanges, nuts & bolts, gaskets and connecting of flanges to pipeline by welding will be deemed to be included in the quoted item rate. |
| 15 | (ii) All standard fittings such as bends (any type, radius or angle), tapers any type (straight, bend, increasing, decreasing or double socket etc) TEE pieces single branch, 'Y' Junction, double branch, cross collars, cap and plugs, MS flanges complete bends, TEE pieces, collars, elbow, tail piece etc jointing are deemed to be included in the quoted item rate. Make of fittings - ISI marked.(iii) Jointing of pipe line will be done through flanging only and as directed by Engr-in-Charge. (iv) Excavation and earthwork will be measured and paid separately. (v) Any special fittings to be fabricated at site as per typical site condition will be measured and paid seprately.(vi) Welding of flanges to be done by trained personnels at site and included in the quoted rate for normal flange joints for nominal length of pipes. However if the welding of pipes (other than normal flanged joint at nominal length) is required the same shall be measured and paid separately.(vii) Execution of work should be carried out without hampering the daily routine water supply. |
| 16 | Description all as per ser item No 13.00 here-in-before , but size of 100 mm dia. |
| 17 | Supply & fixing in replacement GI pipes of size 80 mm dia, medium grade, galvanized with all fitting such as bends, tees, nipples, union and sockets, clamps etc laid in trenches, under floor/walls etc complete all as specified and directed by Engr-in-Charge. |
| 18 | Description all as per ser item No 15.00 here-in-before , but size of 50 mm dia |
| 19 | Description all as per ser item No 15.00 here-in-before , but size of 40 mm dia |
| 20 | Description all as per ser item No 15.00 here-in-before , but size of 25 mm dia |
| 21 | Description all as per ser item No 15.00 here-in-before , but size of 20 mm dia |
| 22 | Description all as per ser item No 15.00 here-in-before , but size of 15 mm dia |
| 23 | Supply and fix in replacement cast iron sluice valve suitable of size 150 mm (PN 1.6) as per IS : 14846 with iron wheel head both end flanged, non rising type and jointing with the rubber or fibre board gasket complete with and including required nos size of nuts, bolts and washers including taking down the old existing,complete all as specified and directed by Engr-in-Charge. |
| 24 | Description all as per ser item No 21.00 here-in-before , but of size 100 mm dia |
| 25 | Description all as per ser item No 21.00 here-in-before , but of size 80 mm dia |
| 26 | Supply and fix in replacement of cast iron non return valve suitable for 150 mm bore pipe heavy duty both end flanged of pressure rating PN 1.6 as per IS:5312 and jointing with the rubber or fibre board gasket complete with and including required nos size of nuts, bolts and washers including taking down the old existing,complete all as specified and directed by Engr-in-Charge. |
| 27 | Description all as per ser item No 24.00 here-in-before , but of size 100 mm dia. |
| 28 | Description all as per ser item No 24.00 here-in-before , but of size 80 mm dia. |
| 29 | Supply and fix in replacement of cast iron air release valve with two air outlets of size 100 mm dia as per IS 14845 including all jointing materials like high pressure rubber gasket nuts, bolts, washers with arrangement for fixing, including taking down ,complete all as specified and directed by Engr-in-Charge. |
| 30 | Description all as per ser item No 27.00 here-in-before, but of size 80 mm dia. |
| 31 | Decoupling, disconnecting sluice valve of size 150 mm dia, taking down from pipe line, opening all parts for refacing, regrinding and refixing at its original location including replacement of unsv parts, cleaning, repacking stuffing box of sluice valve and spindle including fixing and testing complete all as specified and directed by Engr-in-Charge. Note :- (i) Loading/unloading & transportation charges shall be deemed included in the quoted rates.(ii) S&F of spare parts shall be measured and paid separately under respective items:- |
| 32 | Replacement of Hand wheel |
| 33 | Replacement of SS Stem & GM Nut |
| 34 | Replacement of Cap |
| 35 | Replacement of Flange Rubber Gasket |
| 36 | Replacement of Nut & Bolt + 2 Washers |
| 37 | Decoupling, disconnecting sluice valve of size 100 mm dia, taking down from pipe line, opening all parts for refacing, regrinding and refixing at its original location including replacement of unsv parts, cleaning, repacking stuffing box of sluice valve and spindle including fixing and testing complete all as specified and directed by Engr-in-Charge. Note :- (i) Loading/unloading & transportation charges shall be deemed included in the quoted rates.(ii) S&F of spare parts shall be measured and paid separately under respective items:- |
| 38 | Replacement of Hand wheel |
| 39 | Replacement of SS Stem & GM Nut |
| 40 | Replacement of Cap |
| 41 | Replacement of Flange Rubber Gasket |
| 42 | Replacement of Nut & Bolt + 2 Washers |
| 43 | Decoupling, disconnecting sluice valve of size 80 mm dia, taking down from pipe line, opening all parts for refacing, regrinding and refixing at its original location including replacement of unsv parts, cleaning, repacking stuffing box of sluice valve and spindle including fixing and testing complete all as specified and directed by Engr-in-Charge. Note :- (i) Loading/unloading & transportation charges shall be deemed included in the quoted rates.(ii) S&F of spare parts shall be measured and paid separately under respective items:- |
| 44 | Replacement of Hand wheel |
| 45 | Replacement of SS Stem & GM Nut |
| 46 | Replacement of Cap |
| 47 | Replacement of Flange Rubber Gasket |
| 48 | Replacement of Nut & Bolt + 2 Washers |
| 49 | M&L for repair to leaking run lead joints in CI/DI spigot and socket end pipelines of 200 mm to 250 mm bore, by providing new lead using good quality jute spun yarn, including necessary excavation in any type of soil, bailing out of water, returning, filling-in and ramming of excavated soil in trenches, and making good all disturbed surfaces such as roads, floors and walls to match the existing finish, at any depth, complete, all as specified and as directed by the Engineer-in-Charge.Notes:(a) The contractor shall be fully responsible for carrying out all necessary excavation for jointing work, arranging required tools and plant, mechanical excavation (if required), manpower at site, and for making good all disturbed surfaces of roads, walls, floors, etc., to match the existing surface. The cost of the same shall be deemed to be included in the quoted rate.(b) Any extra fittings or additional length of pipe, if required, shall be measured and paid for separately.(c) Pig lead and jute spun yarn shall be measured and paid for separately under respective items of Schedule ‘A’. |
| 50 | Description all as per ser item No 32.00 here-in-before, but of dia 100 mm to 150 mm bore pipe |
| 51 | M&L for repair to leaking GI pipeline of 80 mm bore, by providing and fixing necessary fittings such as sockets, tees, elbows, etc., including necessary excavation in any type of soil, bailing out of water, returning, filling-in and ramming of excavated soil in trenches, and making good all disturbed surfaces such as roads, floors and walls to match the existing finish, at any depth, complete, all as specified and as directed by the Engineer-in-Charge.Notes:(a) The contractor shall be fully responsible for arranging all necessary excavation for jointing work, required tools and plant, mechanical excavation (if required), manpower at site, and for making good all disturbed surfaces of roads, walls, floors, etc., to match the existing surface. The cost of the same shall be deemed to be included in the quoted rate.(b) Any additional length of GI pipe required shall be measured and paid for separately. |
| 52 | Description all as per ser item No 34.00 here-in-before, but of size 40 mm to 50 mm bore pipe. |
| 53 | Description all as per ser item No 34.00 here-in-before, but of size 15 mm to 25 mm bore pipe. |
| 54 | Repair of leaking flanged or circumferential welded joints of 100 mm to 200 mm bore MS/GI pipelines, including the cost of welding materials and labour, providing and fixing rubber or fibre board gaskets, nuts, bolts and washers, and replacement of flanges wherever required at site. The item also includes carrying out welding works wherever necessary, complete. The work shall further include necessary excavation in any type of soil, bailing out of water, returning, filling-in and ramming of excavated soil in trenches, and making good all disturbed surfaces such as roads, floors and walls to match the existing finish, at any depth, complete, all as specified and directed by the Engineer-in-Charge.Notes:(a) The contractor shall be fully responsible for arranging all necessary excavation, tools and plants, mechanical excavation (if required), manpower at site, arrangement of electric supply, and for making good all disturbed surfaces of roads, walls, floors, etc., to match the existing surface. The cost of the same shall be deemed to be included in the quoted rate.(b) Any additional length of pipe required shall be measured and paid for separately. |
| 55 | Description all as per ser item No 37.00 here-in-before, but of dia 250 to 300 mm bore pipe |
| 56 | Material and labour for cutting of existing road / hard standing/ floors/ walls for crossing of MS / DI / CI / GI pipelines for laying of pipes of any size, including necessary excavation and earthwork, and making good and repairing the cut portion with premix bituminous carpet / RCC / PCC/ Pavor block, as per the existing surface, with width of trench not exceeding 0.75 m and depth not exceeding 1.5 m, complete all as specified and directed by the Engineer-in-Charge. |
| 57 | M&L for cement concrete in foundations, filling and mass concrete or for thrust block. Type C2 1:3:6 (40 mm graded aggregate) complete all as specified and directed by the Engineer-in-Charge. |
| 58 | S&F of Gun-metal, globe or gate valves, 50 mm dia , heavy duty, with iron wheel head, screwed both ends (ISI marked), complete all as specified and directed by the Engineer-in-Charge. |
| 59 | Description all as per ser item No 41.00 here-in-before, but size upto 40 mm bore. |
| 60 | Description all as per ser item No 41.00 here-in-before, but size upto 25 mm bore. |
| 61 | Description all as per ser item No 41.00 here-in-before, but size upto 20 mm bore. |
| 62 | Description all as per ser item No 41.00 here-in-before, but size upto 15 mm bore. |
| 63 | Supply and fixing of pig lead for jointing of CI / DI pipes, including heating and pouring of molten lead into the joint, proper caulking and finishing of joints, complete, all as required at site and as specified and directed by the Engineer-in-Charge. |
| 64 | Supply and fixing of jute spun yarn for jointing of CI / DI pipes, including packing of yarn in the spigot and socket joint to the required depth, proper ramming, finishing of the joint prior to lead pouring, complete, all as required at site and as specified and directed by the Engineer-in-Charge. |
| 65 | Material and labour for decoupling and disconnecting suction and discharge pipelines, dismantling and taking down the pump set from foundation, dismounting from base channels, stripping and opening of all pump components, derusting, cleaning, and complete overhauling, including repair or replacement of unserviceable parts of the pump set, and transportation to workshop for repairs wherever required. Reassembling of the pump set, mounting and fixing on base channels, recoupling of suction and discharge lines, alignment, commissioning and testing, complete, in respect of centrifugal / multistage pump of capacity 60/75 HP, all as specified and as directed by the Engineer-in-Charge. |
| 66 | Note: The quoted rate shall be deemed to include the following:(i) Provision of hydra crane, if required, complete with operator, helper(s) and requisite number of mates for decoupling, disconnecting, loading, unloading, positioning, fixing on base channels, recoupling of suction and discharge lines and alignment of pump set.(ii) Vehicle for transportation of pump set to and from workshop, wherever required.(iii) Manpower comprising Skilled Pump Mechanic for dismantling, overhauling, reassembly and alignment works.(iv) Tools & Plants including slings, lifting tackles, holding/catching devices, clamps, load supports and all other accessories required for safe handling of the pump set.(v) Skilled Electrician for disconnection and reconnection of electrical connections of pump motor and associated control panel, including testing after reinstallation.(vi) Supply and fixing of replacement parts, shall be measured and paid for separately under the relevant items of Schedule ‘A’. |
| 67 | Description all as per ser item No 48.00 here-in-before, but capacity 30/40/50 HP. |
| 68 | Description all as per ser item No 48.00 here-in-before, but capacity 15/20/25 HP. |
| 69 | Supply and fixing of new spare parts for single stage / double stage / multistage centrifugal pump sets of capacity 75 HP, as per manufacturer’s standard composition and specifications of the existing make and model of pump, including replacement of worn-out, damaged or unserviceable components, complete, all as specified and as directed by the Engineer-in-Charge. |
| 70 | Impeller, MOC: CI |
| 71 | Shaft, MOC: CS |
| 72 | Shaft sleeves, MOC: BR |
| 73 | Casing bearing, MOC: CI |
| 74 | Bearing housing/Bearing cover, MOC: CI |
| 75 | Gland cup with nut and bolts, MOC: CI |
| 76 | Jaw/Spider/Star/Tyre Coupler, MOC: CI |
| 77 | Inter stage ring/Shaft sleeve nut, MOC: BR |
| 78 | O Ring, MOC: Neopren rubber |
| 79 | Packings/Mechanical seal |
| 80 | Supply and fixing of new spare parts for single stage / double stage / multistage centrifugal pump sets of capacity up to 30/40/50 HP, as per manufacturer’s standard composition and specifications of the existing make and model of pump, including replacement of worn-out, damaged or unserviceable components, complete, all as specified and directed by the Engineer-in-Charge. |
| 81 | Impeller, MOC: CI |
| 82 | Shaft, MOC: CS |
| 83 | Shaft sleeves, MOC: BR |
| 84 | Casing bearing, MOC: CI |
| 85 | Bearing housing/Bearing cover, MOC: CI |
| 86 | Gland cup with nut and bolts, MOC: CI |
| 87 | Jaw/Spider/Star/Tyre Coupler, MOC: CI |
| 88 | Inter stage ring/Shaft sleeve nut, MOC: BR |
| 89 | O Ring, MOC: Neopren rubber |
| 90 | Packings/Mechanical seal |
| 91 | Supply and fixing of new spare parts for single stage / double stage / multistage centrifugal pump sets of capacity up to 15/20/25 HP, as per manufacturer’s standard composition and specifications of the existing make and model of pump, including replacement of worn-out, damaged or unserviceable components, complete, all as specified and directed by the Engineer-in-Charge. |
| 92 | Impeller, MOC: CI |
| 93 | Shaft, MOC: CS |
| 94 | Shaft sleeves, MOC: BR |
| 95 | Casing bearing, MOC: CI |
| 96 | Bearing housing/Bearing cover, MOC: CI |
| 97 | Gland cup with nut and bolts, MOC: CI |
| 98 | Jaw/Spider/Star/Tyre Coupler, MOC: CI |
| 99 | Inter stage ring/Shaft sleeve nut, MOC: BR |
| 100 | O Ring, MOC: Neopren rubber |
| 101 | Packings/Mechanical seal |
| 102 | Lath/Mchining works of any type at workshop required for balancing of impller/for fixing of new parts to existing shfts required for proper setting and smooth functioning to achieve desired discharge of the pump for 75 HP pump complete all as specified and directed by Engr-in-charge. |
| 103 | Description all as per Serial item No. 54.00 here-in-before, but capacity of 30 HP to 50 HP motor |
| 104 | Description all as per Serial item No. 54.00 here-in-before, but capacity of 15 HP to 25 HP motor |
| 105 | Material and labour for disconnecting electrical connections of 75 HP motor, dismantling and removing the unserviceable motor from its existing position by unscrewing foundation bolts and nuts, decoupling the motor from the pump, shifting and transporting the same to workshop for repairs, including dismantling of motor, cutting and removal of burnt stator/rotor windings, cleaning of slots, and transporting the motor back after repairs/winding. Re-assembling, refixing and aligning the motor at its original location, including coupling with pump, commissioning and testing, complete, all as specified and directed by the Engineer-in-Charge.Note:(i) Rewinding of motor stator and/or rotor shall be measured and paid for separately under the relevant items of Schedule ‘A’.(ii) The quoted rate shall be deemed to include the cost of loading, unloading, transportation, Bearings, grease, nuts, bolts and washers of any size and shape, minor consumables, refixing of serviceable motor, electrical reconnection, alignment with pump, and making the motor fully functional, including testing at its existing location/position, complete, all as specified and directed by the Engineer-in-Charge. |
| 106 | Description all as per Serial item No. 57.00 here-in-before, but capacity 30/40/50 HP motor |
| 107 | Description all as per Serial item No. 57.00 here-in-before, but capacity of 10/15/20/25 HP motor |
| 108 | Removing burnt-out winding from rotor and stator, cleaning of slots thoroughly, repairing and refilling of damaged slots wherever required with approved insulating/slot repair material, providing and inserting high quality Class ‘B’ insulation paper inside the slots, rewinding of electric motor of capacity 75/60/50/40/30/25/20/15/12/10/5/3/2/1.5 HP with super enamelled copper winding wire of same size and gauge as per existing, wrapping with high quality cotton tape, varnishing with superior quality insulating varnish, including baking/drying at required temperature and for required duration, complete, all as specified and as directed by the Engineer-in-Charge.Note: The quoted rate shall be deemed to include the cost of all labour, slot repairing/refilling material, insulation, winding, varnishing, baking/drying and routine testing. |
| 109 | S&F Bearing No. 6305 C3, including dismantling of old/unserviceable, cleaning, re-alignment, lubrication, and testing, complete all as specified and directed by the Engineer-in-Charge. |
| 110 | S&F Bearing No. 6307 C3, including dismantling of old/unserviceable, cleaning, re-alignment, lubrication, and testing, complete all as specified and directed by the Engineer-in-Charge. |
| 111 | S&F Bearing No. 6308 2RS1/C3, including dismantling of old/unserviceable, cleaning, re-alignment, lubrication, and testing, complete all as specified and directed by the Engineer-in-Charge. |
| 112 | S&F Bearing No. 3307 ATN9, including dismantling of old/unserviceable, cleaning, re-alignment, lubrication, and testing, complete all as specified and directed by the Engineer-in-Charge. |
| 113 | S&F Bearing No. 6306 2Z/C3, including dismantling of old/unserviceable, cleaning, re-alignment, lubrication, and testing, complete, all as specified and directed by the Engineer-in-Charge. |
| 114 | S&F Bearing No. 7310 BEP, including dismantling of old/unserviceable, cleaning, re-alignment, lubrication, and testing, complete, all as specified and directed by the Engineer-in-Charge. |
| 115 | Supply only, in replacement, of grouting nuts and bolts of existing size, suitable for pumps and motors of various capacities including their foundations, and for sluice valves, non-return valves, foot valves, and air-release valve flanges installed at site, complete all as specified and directed by the Engineer-in-Charge. |
| 116 | Supply, fabrication and fixing of mild steel (MS) pipe fittings/joints such as flanged joints, bends, tees, tapers, collars, elbows, tail pieces (any type), caps and plugs for pipes of 80 mm to 300 mm bore, including taking down existing/old fittings, complete in all respects, including cutting, aligning and fixing, complete all as specified and directed by the Engineer-in-Charge.Note: The quoted rates shall be deemed to include material and labour (M&L) charges for all required welding and associated works. |
| 117 | Supplying and fixing RCC water pipeline route marker of milestone type, made out of reinforced cement concrete of approved quality, of standard market-available size upto 1000 mm height × 300 mm width × 100 mm thickness, with rounded top, painted with approved colour code for water pipeline, and provided with stencil-painted inscription indicating “WATER PIPELINE”, diameter of pipeline and other details as approved by the Engineer-in-Charge, including excavation, PCC bedding if required, embedding the marker minimum 300 mm below ground level, fixing vertically and firmly in position, finishing, painting, lettering and erection of old, complete all as specified and directed by the Engineer-in-Charge. |
| 118 | Providing and carrying out welding of any type (electric arc / gas welding) for fabrication, erection or repair of steel/MS/GI members, brackets, frames, supports, angles, flats, pipes etc. of any size and thickness, including surface preparation, alignment, welding consumables, finishing and all incidental works, complete, measured per stick/ filler rod / welding rod, complete all as specified and directed by the Engineer-in-Charge |
| 119 | M&L for PCC pillars, including dismantling of existing pillars, of size 0.9 m × 0.6 m × 1.8 m (comprising 0.6 m below ground level and 1.2 m above ground level) for mounting and leveling of the header at a height of 1.5 m above ground level, complete all as specified and directed by the Engineer-in-ChargeNote: The quoted rate shall be deemed to include the following:(a) Excavation in trenches not exceeding 1.5 m width and 1.5 m depth, including removal of hard/dense soil, complete as specified and directed.(b) Returning and filling of excavated material, including spreading, levelling, watering, and well ramming in layers not exceeding 25 cm, complete as specified.(c) Transportation of excavated material up to 50 m and depositing at locations directed by the Engineer, at a level not exceeding 1.5 m above the starting point, complete as directed.(d) M&L of PCC 1:3:6 (C-2) using 40 mm graded crushed stone aggregate for foundation filling of pillars, complete as specified and directed.(e) M&L of RCC foundations, M-25 (using 20 mm graded aggregates), including rafts, footings, foundation beams, plinth beams, column bases, basement slabs, under-reamed piles, and mass concrete, complete as specified and directed by the Engineer-in-Charge. |
| 120 | (f) M&L of RCC columns, M-25 (using 20 mm graded aggregates), complete as specified and directed.(g) Supply, cutting, bending, cranking, and placement of mild steel bars of 10 mm dia and above, including spiral hooping for columns, hooking of ends, binding with annealed mild steel wire not less than 0.9 mm dia, or securing with clips, complete all as specified and directed by Engr-in-Charge.(h) Cost of labour for mounting the header on PCC pillars. (i) Prior to mounting, the strength of each pillar shall be tested. If a pillar fails to meet the required strength, it shall be dismantled and reconstructed by the contractor at his own risk and cost, to the complete satisfaction of the Engineer-in-Charge. |
| 121 | M&L for cutting of existing GI/CI water main pipeline up to 150 mm bore in position for making branch connection/ insertion of GI tee, including excavation and earthwork, complete all as specified and directed by Engr-in-Charge.Note: GI fittings such as tee, elbows, collars, reducers, etc., and jointing material for fixing of cast iron fittings shall be measured and paid for separately. |
| 122 | Description all as per ser item No 72.00 here-in-before but of dia 100 mm complete all as specified and directed by Engr-in-Charge. |
| 123 | Description all as per ser item No 72.00 here-in-before but of dia 80 mm complete all as specified and directed by Engr-in-Charge. |
| 124 | Providing, fabricating and fixing Mild Steel (MS) sheet cover for inspection/outlet opening of Rapid Sand Filter Bed/ Lid on Storage tank/ Cover on Valve Pit Chamber. The item shall include cutting, welding, grinding and fixing in position, ensuring proper seating and easy opening for operation and maintenance, complete with surface preparation and painting with one coat of red oxide zinc chrome primer and two coats of approved synthetic enamel paint. The cover and brackets shall be gas-cut/fabricated to the exact size of the opening, complete all as specified and directed by the Engineer-in-Charge. |
| 125 | Cover sheet door of MS sheet 1.60 mm thick of size 880 mm × 880 mm, complete all as specified and directed by the Engineer-in-Charge. |
| 126 | Framed bracket fabricated in MS angle iron 50 mm × 50 mm × 6 mm thick, with all welding included (rate included), and framed bracket in MS strip iron 40 mm × 6 mm thick, complete with stiffeners, hinges and lifting handle, finished and fixed in position, complete all as specified and directed by the Engineer-in-Charge. |
| 127 | Galvanised steel wire netting of 0.91 mm dia with mesh size 12 mm on tank air ventilator openings for prevention of ingress of birds and insects, complete all as specified and directed by the Engineer-in-Charge. |
| 128 | Supply and fixing GI fittings medium grade ISI marked including complete all as specified and directed by the Engineer-in-Charge. |
| 129 | Elbow 15mm |
| 130 | Elbow 20mm |
| 131 | Elbow 25mm |
| 132 | Elbow 40mm |
| 133 | Elbow 50mm |
| 134 | Elbow 80mm |
| 135 | Socket 15mm |
| 136 | Socket 20mm |
| 137 | Socket 25mm |
| 138 | Socket 40mm |
| 139 | Socket 50mm |
| 140 | Socket 80mm |
| 141 | Union 15mm |
| 142 | Union 20mm |
| 143 | Union 25mm |
| 144 | Union 40mm |
| 145 | Union 50mm |
| 146 | Union 80mm |
| 147 | Elbow reducer 25 x 20mm |
| 148 | Elbow reducer 20 x 15mm |
| 149 | Elbow reducer 40 x 25mm |
| 150 | Socket reducer 25x20mm |
| 151 | Nipple 15mm |
| 152 | Nipple 20mm |
| 153 | Nipple 25mm |
| 154 | Nipple 40mm |
| 155 | Nipple 50mm |
| 156 | Nipple 80mm |
| 157 | Tee 15mm |
| 158 | Tee 20mm |
| 159 | Tee 25mm |
| 160 | Tee 25x20mm |
| 161 | Dead plug 15mm |
| 162 | Dead plug 20mm |
| 163 | Dead plug 25mm |
| 164 | Dead plug 40mm |
| 165 | Dead plug 50mm |
| 166 | Dead plug 80mm |
| 167 | Refixing GI pipe obtained from Item No. 04 above and connections in new or old position (walls, trenches, ceiling and floors etc) of size 150 mm dia complete including main branch connections complete all as specified and directed by Engr-in-Charge. |
| 168 | Description all as per ser item No 80.00 here-in-before but of size 100 mm dia |
| 169 | Description all as per ser item No 80.00 here-in-before but of size 80 mm dia |
| 170 | Description all as per ser item No 80.00 here-in-before but of size 50 mm dia |
| 171 | Description all as per ser item No 80.00 here-in-before but of size 40 mm dia |
| 172 | Description all as per ser item No 80.00 here-in-before but of size 25 mm dia |
| 173 | Description all as per ser item No 80.00 here-in-before but of size 20 mm dia |
| 174 | Description all as per ser item No 80.00 here-in-before but of size 15 mm dia |
| 175 | M&L for construction of brick/ stone masonary valve pit chamber including dismantling existing of size 1.2 mtr x 1.2 mtr x 1.2 mtr internal dimention with 3.15 mm thick MS cover including 50 x 50 x 6 mm angle iron frame with 100 mm hinges embedded in coping with locking arrangement and painting the MS surfaces with two coat of redoxide primer and syntheatic enamel paint. The chamber shall be of PCC 1:4:8 type D2 40 mm graded aggregate for foundation, brick work in cement mortar, 75 mm PCC coping with PCC 1:3:6 type C1, 15 mm thick plastering in cement mortar 1:4 including necessary excavation, earth work and colour washing internally and externally surfaces all as specified and directed by Engr-in-Charge. |
| 176 | M&L for construction of brick/ stone masonary valve pit chamber including dismantling existing of size 0.75 mtr x 0.75 mtr x 0.9 mtr internal dimention with 3.15 mm thick MS cover including 50 x 50 x 6 mm angle iron frame with 100 mm hinges embedded in coping with locking arrangement and painting the MS surfaces with two coat of redoxide primer and syntheatic enamel paint. The chamber shall be of PCC 1:4:8 type D2 40 mm graded aggregate for foundation, brick work in cement mortar, 75 mm PCC coping with PCC 1:3:6 type C1, 15 mm thick plastering in cement mortar 1:4 including necessary excavation, earth work and colour washing internally and externally surfaces all as specified and directed by Engr-in-Charge. |
| 177 | M&L for providing and applying pre-mix bituminous road repair patching compound for repair of potholes, trenches, and damaged portions of existing bituminous roads, including cleaning of the repair area, removal of loose and deteriorated materials, trimming of edges to a regular shape, application of tack coat where required, placing of the ready-to-use cold/applied pre-mix bituminous compound, spreading, levelling, and compacting with hand rammers or mechanical compactors to match the existing road surface, complete all as specified and directed by the Engineer-in-Charge. |
| 178 | Providing, fabricating and fixing a 3D illuminated Name Board displaying the text “JIB WATER POINT UNDER GE UTILITIES” along with the MES logo at the Main Gate, of size up to 5 metres in length, upto 0.30 metre in width, and upto 0.15 metre in thickness. The board shall be constructed from a high-quality steel structure, duly powder-coated and laminated to ensure durability and resistance to weather conditions. The board shall feature raised 3D letters in white colour mounted on a blue background, with inbuilt white LED illumination to provide a uniform glow and ensure clear visibility during nighttime. The entire lighting system shall be provided with suitable Ingress Protection (minimum IP-65) to safeguard against rainwater, dust, and environmental effects. The scope of work includes the provision of a supporting framework made of MS angle iron of size 50 mm × 50 mm × 6 mm thick, designed to be securely mounted on the pillars on both sides of the gate. |
| 179 | The MS structure shall be treated with anti-corrosive primer and finished with two coats of synthetic enamel paint of approved shade to ensure long-term protection. The framework shall be fixed with suitable size nuts and bolts, properly embedded into the pillars, and any disturbed surfaces shall be repaired and finished to match the existing. The work also includes lamination, LED modules, internal wiring, power supply/driver, fixing arrangements, clamps, anchors, and mounting of the board, ensuring a complete and functional installation in all respects, all as specified and directed.Note: The cost of providing and operating a Hydra/Crane required for lifting and installation of the board shall be deemed to be included in the quoted rate. |
| 180 | Providing, fabricating and fixing a 3D illuminated Name Board displaying the text “JIB FILTER PLANT UNDER GE UTILITIES” along with the MES logo at the Main Gate, of size up to 5 metres in length, upto 0.30 metre in width, and upto 0.15 metre in thickness. The board shall be constructed from a high-quality steel structure, duly powder-coated and laminated to ensure durability and resistance to weather conditions. The board shall feature raised 3D letters in white colour mounted on a blue background, with inbuilt white LED illumination to provide a uniform glow and ensure clear visibility during nighttime. The entire lighting system shall be provided with suitable Ingress Protection (minimum IP-65) to safeguard against rainwater, dust, and environmental effects. The scope of work includes the provision of a supporting framework made of MS angle iron of size 50 mm × 50 mm × 6 mm thick, designed to be securely mounted on the pillars on both sides of the gate. |
| 181 | The MS structure shall be treated with anti-corrosive primer and finished with two coats of synthetic enamel paint of approved shade to ensure long-term protection. The framework shall be fixed with suitable size nuts and bolts, properly embedded into the pillars, and any disturbed surfaces shall be repaired and finished to match the existing. The work also includes lamination, LED modules, internal wiring, power supply/driver, fixing arrangements, clamps, anchors, and mounting of the board, ensuring a complete and functional installation in all respects, all as specified and directed.Note: The cost of providing and operating a Hydra/Crane required for lifting and installation of the board shall be deemed to be included in the quoted rate. |
| 182 | Providing, fabricating and fixing a 3D illuminated Name Board displaying the text “15 FAD PUMP HOUSE UNDER GE UTILITIES” along with the MES logo at the Main Gate, of size up to 5 metres in length, upto 0.30 metre in width, and upto 0.15 metre in thickness. The board shall be constructed from a high-quality steel structure, duly powder-coated and laminated to ensure durability and resistance to weather conditions. The board shall feature raised 3D letters in white colour mounted on a blue background, with inbuilt white LED illumination to provide a uniform glow and ensure clear visibility during nighttime. The entire lighting system shall be provided with suitable Ingress Protection (minimum IP-65) to safeguard against rainwater, dust, and environmental effects. The scope of work includes the provision of a supporting framework made of MS angle iron of size 50 mm × 50 mm × 6 mm thick, designed to be securely mounted on the pillars on both sides of the gate. |
| 183 | The MS structure shall be treated with anti-corrosive primer and finished with two coats of synthetic enamel paint of approved shade to ensure long-term protection. The framework shall be fixed with suitable size nuts and bolts, properly embedded into the pillars, and any disturbed surfaces shall be repaired and finished to match the existing. The work also includes lamination, LED modules, internal wiring, power supply/driver, fixing arrangements, clamps, anchors, and mounting of the board, ensuring a complete and functional installation in all respects, all as specified and directed.Note: The cost of providing and operating a Hydra/Crane required for lifting and installation of the board shall be deemed to be included in the quoted rate. |
| 184 | Supply, laying, jointing, testing, and commissioning in replacement of MS ERW Class ‘B’ pipes of 250 mm nominal bore, having minimum wall thickness of 6 mm with permissible tolerance of ±10%, conforming to IS: 3589 and ISI marked, including flanged joints complete with MS flanges, nuts, bolts, washers, gaskets, etc., laid in trenches / along roads / on surface / on slopes / over pillars / through culverts / causeways, etc., complete, all as specified and as directed by the Engineer-in-Charge.Notes:-(i) MS flanges manufactured from MS plate conforming to IS:2062 of min thickness 16 mm shall be provided at every 6.0 m length of plain-ended pipe or at shorter lengths as directed by the Engineer-in-Charge. The flanges shall be welded to MS ERW pipes, with suitable gaskets provided between mating flanges and secured with the required number of nuts and bolts at each joint. The cost of flanges, nuts, bolts, gaskets, and welding of flanges to the pipes shall be deemed to be included in the quoted item rate.(ii) All standard fittings such as bends (any radius or angle), tapers (straight, bend, increasing, decreasing, or double-socket type), tee pieces (single branch), ‘Y’ junctions, double branches, cross fittings, collars, caps, plugs, elbows, tail pieces, and other necessary MS fittings shall be deemed to be included in the quoted item rate. All fittings shall be ISI marked. |
| 185 | (iii) Jointing of the pipeline shall be carried out only through flanged joints, strictly as directed by the Engineer-in-Charge.(iv) Excavation and earthwork shall be measured and paid for separately under the relevant items.(v) Any special fittings required to be fabricated at site to suit typical site conditions shall be measured and paid for separately.(vi) Welding of flanges shall be carried out by trained and skilled personnel at site and shall be deemed to be included in the quoted rate for normal flanged joints for nominal pipe lengths. Any welding required other than normal flanged joints shall also be deemed to be included in the quoted item rate.(vii) Execution of the work shall be carried out in such a manner that daily water supply is not hampered.(viii) After laying and jointing, the pipeline shall be hydraulically tested. Any leakage observed at welded or flanged joints shall be rectified by the contractor at his own risk and cost, to the complete satisfaction of the Engineer-in-Charge. |
| 186 | Description all as per ser item No 94.00 here-in-before but of size 200 mm dia |
| 187 | Taking up or down old unseviceable MS/CI/DI pipe of size 250 mm dia including all fittings complete all as specified and directed by Engineer-in-Charge. |
| 188 | Taking up or down old unseviceable MS/CI/DI pipe of size 200 mm dia including all fittings complete all as specified and directed by Engineer-in-Charge. Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
