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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC HOUSE NO 5 WARD NO 8 UDHAMPUR 182101 J K | UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹2.3 Cr | L1 | Accepted-AOC Lowest L1 |
| 2 | L2₹2.4 Cr+₹10.7 L (4.65%)Rejected-Finance | ₹2.4 Cr+₹10.7 L (4.65%) | L2 | Rejected-Finance Other than Lowest |
| 3 | L3₹2.5 Cr+₹18.9 L (8.19%)Rejected-Finance 94 PHASE II HOUSEING COLONY UDHAMPUR J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹2.5 Cr+₹18.9 L (8.19%) | L3 | Rejected-Finance Other than Lowest |
| 4 | L4₹2.6 Cr+₹33.9 L (14.7%)Rejected-Finance JAMMU AND KASHMIR JAMMU AND KASHMIR | JAMMU | JAMMU AND KASHMIR | 181122 | ₹2.6 Cr+₹33.9 L (14.7%) | L4 | Rejected-Finance Other than Lowest |
| 5 | L5₹2.7 Cr+₹39.5 L (17.1%)Rejected-Finance 583 URBAN ESTATE II HISAR 125005 | HISAR | HISAR | HARYANA | 125005 | ₹2.7 Cr+₹39.5 L (17.1%) | L5 | Rejected-Finance Other than Lowest |
Tender Value
₹2.6 Cr
EMD Value
₹3.4 L
Closing Date
25 Jan 2020, 6:00 pmClosed
CE Chief Engineer Udhampur Zone
HQ Chief Engineer Udhampur Zone P O Garhi, Udhampur PIN -182121
UPGRADATION TO EXISTING WATER SUPPLY INSTALLATIONS AND WATER PIPE LINE AT UDHAMPUR
2019_MES_306621_1
87844-A/E8
Open Tender
Miscellaneous Works
Item Rate
273 days
Udhampur
As per NIT
9 documents required · 9 mandatory
₹2,000
GE(Utility) Udhampur
₹3.4 L
Yes
12 Feb 2020
14 Dec 2019
29 Jan 2020
14 Dec 2019
25 Jan 2020
18 Jan 2020
Amount
Excavating in trenches n.exc 1.5m wide and n. exc 1.5m in deep for foundation, etc or for shafts, wells, cesspits, manholes, drain etc n.exc 10 Sqm on plan and getting out in hard/dense soil, Complete all as specified and directed.
All as per Item No. 1.00 Above but depth exc 1.5m and n. exc 3.0m deep
All as per Item No. 1.00 Above but depth exc 3.0m and n. exc 4.5m deep.
Excavating over areas n. exc 1.5m deep and getting out in hard/dense soil for foundation of sump, etc or for shafts, wells, cesspits, manholes etc., Complete all as specified and directed.
All as per Item No. 4.00 Above but depth exc 1.5m and n. exc 3.00m deep .
All as per Item No.4.00 Above but depth exc 3.0m and n. exc 4.50m deep .
All as per Item No. 4.00 Above but depth exc 4.5m and n. exc 6.0m deep .
Returning filling in including spreading levlling, watering and well ramming in layers nexc 25cm thick, Complete all as specified and directed.
Removal of excavated material to a distance exc 1.5 km but n. exc 5 km and depositing where directed at a level nexc 1.5 m above the starting point, Complete all as specified and directed.
Removal of excavated material to a distance not exc 50metre and depositing where directed at a level nexc 1.5 m above the starting point, Complete all as specified and directed.
Cement concrete (1:4:8) type D2 using 40mm graded stone aggregate as in foundation, filling, sub base and mass concrete all as specified and directed..
Providing, cement concrete type B-1 1:2:4 (using 20 graded stone aggregate) as in surface channels etc, complete all as specified and as directed.
Walling of random rubble masonary uncoursed well bonded bedded and solidly hearted built in Cement Mortar( 1:4) including flush pointing at back side as work proceed, complete all as specified and as directed.
Flush pointing to stone masonary wall built in cement mortar (1:3) complete all as specified and directed by Engr-in-Charge
M&L for providing, cement concrete 1:2:4, type B-1, (using 20 graded stone aggregate) as in copings etc. ,complete all as specified and directed.
Demolition of stone boulder masonary in any description built in cement mortar or cement lime mortar, Complete all as specified and directed.
Demolition of cement concrete (unreinforced) in ground floor and paving n.exc 15cm thickness (below or above ground level) , complete all as specified and directed.
Cutting of existing road for crossing of MS/DI/CI/GI Pipes for laying of any size Pipes including necessary excavation and earth work including repairing the same as per existing existing with pre mix bituminous carpet, Width of trench shall be 0.45m & depth shall be upto 1.5m.complete all as specified and directed by Engr-in-Charge.
M & L for Reinforced cement concrete M-30 Design Mix as in foundations including rafts,footings, foundation beams, plinth beams, bases for couumns etc, basement slabs, under-reamed piles and mass concrete, Complete all as specified and directed.
M & L for Reinforced cement concrete M-30 Design Mix as in walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses, Complete all as specified and directed.
M & L for Reinforced cement concrete M-30 Design Mix as in slab supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like, Complete all as specified and directed.
75mm thick PCC 1:3:6 type C2 as in plinth protection complete all as specified and directed by Enge-in-Charge.
Cement concrete 1:3:6 type C-1 using 20mm graded stone aggregate as in supporting of pipes/ stone walls etc. including form work , complete all as specified and directed by Enge-in-Charge.
Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar work vertical or to batter, Complete all as specified and directed.
Formwork to sides of walls, retaining walls, abutements, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to batter, Complete all as specified and directed.
Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick (Horizontal or sloping), Complete all as specified and directed.
Mild steel TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, Complete all as specified and directed.
Mild steel TMT bars 6 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 the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, Complete all as specified and directed.
Rendering 10mm thick in Cement Mortar (1: 3) on fair faces of brick work or concrete surfaces using water proofing compound (WPC) as per Manufacturer's instructions finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. Note:- WPC shall be measured and paid for separately.
Supply only integral water proofing compound, ISI Marked, complete all as specified and directed.
Framed work such as grills, gratings etc with ends of bars shoulered and/or reveted, or forged into spikes, framed gaured bars, barred iron doors, ladders, framed balusters, walk ways, railings, frame work of water tanks and similar works con-forming to FE-290 Gde- E-165, Complete all as specified and directed.
Hand rails, half round or other stock section or core for wooden hand rail straight portion, drelled and counter sunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc .wind ties for roof including securing bolts, posts and struts in fencing including cutting top to shape as directed, drilling holes notching for wire etc, flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work for confirming to FE-290 Gde E-165, Complete all as specified and directed.
1.6mm thick mild steel plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched, including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40mm lap joints with riveted or welded seams, including bending or turning up, mitered angles etc as required, Complete all as specified and directed.
Preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide of any description, over 10cm in width or girth, not other wise described, Complete all as specified and directed.
Preparation of new plaster surfaces of wall and applying two coats of cement base paint over a coat of primer , complete all as specified and directed by Engr-in-Charge.
Supply, installation, connecting, commissioning and testing of 12.5 mtr galvanized high mast system, complete all as specified and comprising of the following:- (a) One No. mast shaft in two sections/one section, polygonal shape, made of S 355 grade as per BS-EN 10025, galvanized as per BS EN ISO 1461 suitable for wind velocity of Udhampur station as per IS 875 part 3 alongwith raising lowering system, comprising of head frame, luminaries carriage suitable to install minimum 06 Nos luminaries in symmetrical arrangement, double drum winch, 6mm diameter SS wire rope of breaking capacity 2350 kg/rope &AISI 316, 7/19 const trailing cable, connector, integral power tool reversible motor 440V, 50 HZ, 1/1.5 HP for raising and lowering operation 3mtr/min (as per OEM recommendation) of high mast, manual handle, junction box etc. (b) Suitable shallow foundation bolts as recommended by the manufacture alongwith nuts, washers, anchor plates &templates as per the design and drawing of manufacturer. (c) Material and labour for out door stand mounted MS fabricated feeder pillar with 63 Amp TPN MCB incomer, single dial time switch, 45 Amp TP contractor, 2 Nos, 9A contractors and raise lower push buttons with wiring of suitable size copper wire of control circuit for automatic switching on &off of the mast lights and suitable control for operation of power tool complete all as specified and as directed. (d) Material and labour for construction of suitable foundation with M30 Grade concrete for the high mast considering the safe soil bearing capacity at site as per manufacturer design including excavation earthwork &removal of surplus soil/debris to a distance n. exc 50 mtrs etc. (e) Supply & fixing Twin aviaton obstruction light LED type including necessary connection suitable size copper cable from control panel. NOTE : (i) Cost of foundation (including excavation, earth work and PCC), feeder pillar box with accessories complete, foundation bolts and wiring is also deemed to be included in the quoted rate against high mast system. (ii) The contractor shall submit the detail drawing of foundation, feeder pillar and tech specification of high mast system to GE and obtain approval before placing order. (iii) LED Flood light fitting 150 Watt shall be measured & paid for separately in Sch A/BOQ here-in-after.
Supply and fixing of Flood light fitting 150 Watts LED Energy saving &environment friendly, with pressure die cast aluminum housing with toughened glass having IP-65 degree of protection, individual LED’s must have secondary lense for better throw across and along the road, with system luminaries efficacy >100 lumen/Watt, colour rending index (CRI) of >70, CO-Related colour temperature (CCT) of 5700K luminaries should have surge protection upto 05 KV and having additional surge protection upto 10 KV for driver. PF >0.9 and THD <10% operating voltage range from 140 to 270 Volt, CCT 5700K. The potted driver used shall be a constant current driver with efficiency of >85%. The manufactures logo shall be engraved into housing of luminaries. Make fittings: WIPRO Cat No LF20-192-060-57-XX, Phillips Cat No BVP 122 LED 150 CW HENB FG XTFCL S4 and Crompton Cat No LFLN-150-CDL/60. Make of LED: Cree/Lumileds/Osram/Nichia
Supply and laying XLPE heavy duty electric cables screened PVC galvanised steel strip with aluminium conductor, 1100 volts grade, cross sectional area 630 sqmm 3.5 core, complete all as specified and directed.
Supplying, laying, jointing and testing LT underground cable of size 16 Sqmm 4 Core, heavy duty, 1100 Volts, XLPE insulated and sheathed, armoured with multi-stranded aluminium conductor cable , laid in trenches/ducts or fixed to poles/walls or laid under roads/paths/drains/culverts complete all as specified and directed.
Supply and fix cable XLPE insulated screened PVC bedded galvanized steel strip or wire armored electric power cables (heavy duty) 1100 volts grade with stranded aluminium conductor of size 95 sqmm 3 ½ core , complete all asspecified and directed .
Dry sand cushioning to underground cables provided with a layer of sand 8cm deep before laying the cable and 15cm deep after laying and stretching the cable, complete all as specified and directed.Note:- punned quanty only to be measured for payment purpose
Supply and fixing brick covering with width equal to length of brick as mechanical protection to cable using sub class 'B' bricks laid flat size 230x115x75mm ,complete all as specified and directed by Engineer-in-Charge.
GI tubing light grade of 50 mm dia for protection of under ground cable fixed on pole/ cross arms / laid under road with MS clamp with nut,bolt,washer etc , complete all as specified and directed. .
Earthing complete with GI earth plate electrode 60cmX60cmX6mm thick burried directly in ground (earth pit not less than 2.25m deep below the ground level) with top edge of the plate not less than 1.5m below normal ground level connected to GI strip 32X6mm as earthing lead by means of bolts, nuts, checknuts and washers of GI or steel all as shown in electrical plate No 5 including charcoal dust common salt and 20mm GI medium grade watering pipe, 40mm GI medium grade pipe for protection of GI strip upto test point, including funnel with wire mesh, including PCC 1:2:4 type B-1 using 20mm graded stone aggregate with angle iron frame 40mm thick RCC cover with 8mm steel bar 100 c/c and testing for required value on completion shall be recorded , complete all asspecified and directed .
Supply, installation, testing and commissioning of diesel engine driven silent generating set of capcity 100 KVA (80 KW) at NTP 415 volts 0.8 power factor, 3 phase 4 wire mounted on base platform, flexible coupling 1500 RPM along with sound proofenclosure (Accoustic enclosure) designed for controlling the sound level to 75 DB IS 8528 part 10 as per approved CPCB norms and as per GSR 371 (E) dated 17.05.2002 with silencer pipe and silencer muffer independently supported from engine, cold start kit, battery start with suitable size of standard cables for connecting from DG set to panel board. The DG Set and Control Panel shall be placed on trolley being provided under ser item here-in-after . DG set shall be capable with including the following:-(A) DIESEL DRIVEN ENGINE : Diesel engine of suitable capacity water cooled (radiator mounted) closed circuit as per BS-049 of IS-10000/10002 direct injection type and alternator as per IS 13364 Make as per particular specififcations diesel engine shall be capable of running 24 hours continously with 10% over load for one hour in every 12 hours as per BS 5514/BS 649 Engine shall be equipped with all standard fittings as per manufactures recommendation mounted on common base plateform through flexible coupling with following accessories:-(i) RPM cum hour meter (b) Battery charing Ammeter (c) Ignition key (d) Lubricating oil pressure gauge (e) Mannual governor controlling (f) Toggle switch for idle running (g) Oil temperature gauge (h) Water temerature gauge (i) Saftely control (Trip) (j) High water temperature (k) Low lubricant oil pressure (l) over speed protector(ii) 24 hours starting equipment comprising 02 Nos 12 volts battery as recommended by manufacturer (ii) Battery charging alternator with built in regulator (iii) Battery leads (copper stranded cable) of suitable size with brass thimbles and terminals. NOTE: DG Set should be suitably derated to suite the site condition of Udhampur Station to achieve the desire output alongwith 10% overload for one hour.
B) ALTERNATOR : Alternator of capacity 100 KVA with alternator at NTP 415 volts, 50 Hz, 1500 RPM 0.8 power factor self excited self regulated screen protected with self excited field brush rotating fixed designed to be coupled with above engine through flexible coupling Alternator shall be confirmed to 4722 of BS 2613 copper wound completed. Alternator with manual control panel, in built fuel tank, silencer and battery with Other Accessories- 3 phase DG Set - 100 KVA with alternator (C) ACOUSTIC ENCLOSURE : DG set shall be supplied along with acoustic original enclosure of the manufacture suitable for 100 KVA DG set as per CPCB Norms , complete all asspecified and directed .
Trailer 4 wheeler of minimun size 5000x1800x 2200mm (LxBxH) for carrying generator set 100KVA capacity with OEM control panel and stacking of LT cable 95 sqmm 3.5 core, 50 RM on same platform with necessary clamping system including toeing hook for easy transportation with following specifications and details are attached drawing main chasis : made of MS channel, 150x75mm Side Runner : Side runner and cross members channel made of MS 100 x 50 mm and 100mm x 50mm Leaf Spring : 04 Numbers leaf spring size 70 x 11 x900mm , consists of 13 leaves each AXLE: 02 Numbers axle made of 75x75mm MS square with waterproof steel forged haubs and tapper roller bearings. Turn Table : 02 Numbers angle rings, 50x6mm with male female pipe bushes with locking bolt 36mm Draw Bar : Triangular draw bar, detachable type made of MS channel 75 x 40mm Towing Arrangement : Spring loaded steel towing hook of 36mm round Floor Sheet: Floor fully covered with 3mm MS sheet Landing Jack : 04 Numbers landing jacks fitted on 4 corners of the trailer Side Wall: Side wall heioght 850mm, openable on 3 sides , made of MS wire mesh 4mm and angle 35x5mm , supported with 40x5 mm MS flat. Tyre Assembly : 04 Numbers new tyre assembly size 900x16 nylon any std make available ceat, Apollo,JK,Birla Finishing and painting : Finishing with grinding and one coat red oxide (primer) and two coats of super synthetic enamel paint. ( Colour as directed by Engr in charge) Fitting : Necessary fittings like 4 Numbers light reflector, 2 Numbers MS plates of size 30cm x 45cm duly painted fixed infront and back and written as Garrison engineer utility udhampur with paint in 80mm size. Note : (i) The contractor shall verify the dimensions of 100KVA DG set and ensure that the DG set should be fit on the trailer. (ii) DG Set with Control Panel (Ser item here-in-after) are to be fixed on the Trailer 04 Wheeler (under this item ). All necessary T&P and cost for installation are deemed to be included in the in the quoted item rate.
Supply and fix flexible copper strip of size 32x6 mm for body and neutral earthing , complete all as specified and directed.
Taking up or down from trenches GI/CI steel tubing and connections of size 200mm bore ,complete all as specified and directed:- Note:- (i) Earth work will be measured & paid separately. (ii) The old pipe line shall be retrieved after successful commissioning of new pipe line so as to maintain water supply at the station
All as per Serial Item No. 51.00 but of size 150mm bore
All as per Serial Item No.51.00 but of size 100mm bore
All as per Serial Item No. 51.00 but of size 80mm bore
All as per Serial Item No. 51.00 but of size 50mm bore
All as per Serial Item No. 51.00 but of size 40mm bore
All as per Serial Item No. 51.00 but of size 25mm bore
All as per Serial Item No. 51.00 but of size 20mm bore
Supply and lay GI tubing medium grade 150mm boreincluding GI fittings like sockets, elbows, bends, Tees, unions, short pieces etc. laid in trench/fixing with wall complete including connection with main/branch lines of CI/GI/MS Pipes with all fittings, completye all as specified and as directed.
All as per Serial Item No. 59.00 but of size 100mm bore
All as per Serial Item No. 59.00 but of size 80mm bore
All as per Serial Item No. 59.00 but of size 50mm bore
All as per Serial Item No. 59.00 but of size 40mm bore
All as per Serial Item No. 59.00 but of size 25mm bore
All as per Serial Item No. 59.00 but of size 20mm bore
S&F Gun –metal , globe or gate valves , size 50mm bore, with iron wheel head, screwed both ends for iron pipe and fixed including fittings like union, nipple etc, complete all as specified and directed
S&F Gun –metal , globe or gate valves , size 40mm bore, with iron wheel head, screwed both ends for iron pipe and fixed including fittings like union, nipple etc , complete all as specified and directed
S&F Gun –metal , globe or gate valves , size 25mm bore, with iron wheel head, screwed both ends for iron pipe and fixed including fittings like union, nipple etc , complete all as specified and directed
S&F Gun –metal , globe or gate valves , size 20mm bore, with iron wheel head, screwed both ends for iron pipe and fixed including fittings like union, nipple etc , complete all as specified and directed
Supply & fix cast iron double end flanged and drilled sluice valve, PN 1.6, non rising type, ISI marked, with CI hand wheel and stainless steel spindle including necessary GI bolts, nuts and washers and rubber insertion sheet for the 300mm bores, complete all as specified and directed
Supply & fix cast iron double end flanged and drilled sluice valve, PN 1.6, non rising type, ISI marked, with CI hand wheel and stainless steel spindle including necessary GI bolts, nuts and washers and rubber insertion sheet for the 150mm bores, complete all as specified and directed
Supply & fix cast iron double end flanged and drilled sluice valve, PN 1.6, non rising type, ISI marked, with CI hand wheel and stainless steel spindle including necessary GI bolts, nuts and washers and rubber insertion sheet for the 100mm bores, complete all as specified and directed
Supply & fix cast iron double end flanged and drilled sluice valve, PN 1.6, non rising type, ISI marked, with CI hand wheel and stainless steel spindle including necessary GI bolts, nuts and washers and rubber insertion sheet for the 80mm bores, complete all as specified and directed
Supply & fix cast iron air release valveof size 150mm dia with two air outlets including all jointing materials like high pressure rubber gasket, nuts, bolts, washers etc and for boring 300mm dia pipe with arrangement for fixing , including taking down , complete all as specified and directed.
Supply & fix cast iron air release valveof size 100mm dia with two air outlets including all jointing materials like high pressure rubber gasket, nuts, bolts, washers etc and for boring 150mm dia pipe with arrangement for fixing , including taking down , complete all as specified and directed.
Supply & fix cast iron air release valve of size 150mm dia with two air outlets including all jointing materials like high pressure rubber gasket, nuts, bolts, washers etc and for boring 200mm dia pipe with arrangement for fixing , including taking down , complete all as specified and directed.
Supply & fix cast iron air release valve of size 80mm dia with two air outlets including all jointing materials like high pressure rubber gasket, nuts, bolts, washers etc and for boring 100mm dia pipe with arrangement for fixing , including taking down , complete all as specified and directed.
Cutting and screwing existing steel tubing for addition/ alteration etc. of 80mm to 150mm dia/bore , complete all as specified and directed.
Construction of brick masonry valve pit of size 1.5m x 1.5m x 1.5m (internal dimensions) including excavation and earth work in any type of soil, PCC (1:4:8) type D-2 in foundation brick work in cement mortar (1:4),15 mm thick plastering in cement mortar (1:4) internally and flush pointing externally in same mortar as the work proceeds, angle iron frame 40 x 40x 6 mm, with 3 mm thick MS sheet with 12 mm dia handle and locking arrangement (including lock and two keys) and painting of steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer, including dismantling of old valve chamber/pit, complete all as specified and as shown on drawings.
Construction of brick masonry valve pit of size 1.2m x 1.2m x 0.9m (internal dimensions) including excavation and earth work in any type of soil, PCC (1:4:8) type D-2 in foundation brick work in cement mortar (1:4),15 mm thick plastering in cement mortar (1:4) internally and flush pointing externally in same mortar as the work proceeds, angle iron frame 40 x 40x 6 mm, with 3 mm thick MS sheet with 12 mm dia handle and locking arrangement (including lock and two keys) and painting of steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer, including dismantling of old valve chamber/pit, complete all as specified and as shown on drawings.
Construction of brick masonry valve pit of size 0.9m x 0.9m x 0.6m (internal dimensions) including excavation and earth work in any type of soil, PCC (1:4:8) type D-2 in foundation brick work in cement mortar (1:4),15 mm thick plastering in cement mortar (1:4) internally and flush pointing externally in same mortar as the work proceeds, angle iron frame 40 x 40x 6 mm, with 3 mm thick MS sheet with 12 mm dia handle and locking arrangement (including lock and two keys) and painting of steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer, including dismantling of old valve chamber/pit, complete all as specified and as shown on drawings.
Supply, laying, jointing and testing MS ERW MS pipe class 'B' of bore 300 mm bore having wall thickness 6mm with permissible tolerance + 10%,Pipe shall be conforming to IS-3589, ISI Marked, with minimum tensile strength of 410Mega Pascals and steel grade of Fe-410 alongwith flange joints including nuts, bolts, washers, flanges etc, laid in trenches/along road/on surface/slopes/pillars/culverts/causeways etc. including connection with main and branch line of CI/GI/MS pipes with fittings , complete, all as specified by and directed.Note:- (i) Flanges to be provided at every 6m length or shorter length as directed by Engineer -in -Charge. Flange will be welded to the pipe and gasket to be provided between two flanges and will be fixed with 12 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. (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 qouted item rate. (iii) Jointing of pipe line will be done through flanging only. Cutting of existing pipe line and connecting the proposed pipeline with bends, tees etc shall be deemed to be included in the quoted item rate. (iv) Excavation and earthwork will be measured and paid seperately Make of MS fittings-ISI marked.
All as per Serial Item No. 82.00 but of size 200mm bore
Supply,installation, testing and commissioning of Non-clog centrifugal pumping sets IC Diesel Engine Driven, with 10metre head , 2250LPM flow rate, 63% efficiency , with automatic battery self starter including suction hose pipe of 10 metre , discharge hose pipe of 10 metre and foot valve complete all as specified and directed. Make of pump KIrlosker Model SHM 100/26 N or equivalent in KSB and Crompton. CI gland pack 125 x 100mm duly coupled to Kirloskar TA2 ES Engine 12 BHP at 1500 RPM air cooled on a common Base Plate With two wheels trolley with Battery, Engine Oil, complete all as specified and directed. Note: The pump to be installed/mounted on suitable 2 wheeled towed vehicle made of MS channel 100 x 75 mm. The dimensions of the vehicle are to be in suitablefor easy operaton and mounting and transportation of the pumping set The rate of the towed vehicle is deemed to be included in the quoted item rate.
NOTE: Drawing No CEUZ/WD/ST-05/2019 SH 1/2 &2/2 SHALL BE FOLLOWED FOR WATER SUMP AND INLET CHAMBER
CREDIT SCHEDULE : Deduct credit schedule À' Part- II Rs 8,65,250.00 (Minus) as listed in Schedule. Note: Tenderers will not quote against this item being a firm amount. Contract lump Sum will be worked out offline after deducting the credit schedule amount.
N K BUILDERS
SHIVAE CONSTRUCTION
V K Sales and Construction Co
Siya constructions
R D Bansal
M/S BHATIA BUILDERS AND CONTRACTORS
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