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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Finance | ₹4.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.5 CrAdmitted-Finance | ₹4.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹4.7 CrAdmitted-Finance 34 KAISER GANJ MANDI DIST MEERUT UP 250002 | MEERUT | UTTAR PRADESH | 250002 | ₹4.7 Cr | L3 | Admitted-Finance |
| 4 | L4₹4.7 CrAdmitted-Finance RAVI KIRAN MARKET JIWAJI CHOWK BADA LASHKAR GWALIOR M P 474001 | GWALIOR | GWALIOR | MADHYA PRADESH | 474001 | ₹4.7 Cr | L4 | Admitted-Finance |
| 5 | L5₹4.8 CrAdmitted-Finance | ₹4.8 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | L G BUILDERS L9 | M/s Matadeen Ramchandra Agarwal L7 | M/s Gupta Construction L3 | RAVINDRA SALES L4 | Panwar Construction Co. L5 | D.M.BROTHERS L10 | SEAHAWK ENTERPRISES PVT LTD L2 | LUMOS INFRA PVT LTD L1 | DEEPA CONSTRUCTIONS LLP L6 | M/S Sunil Steel Works L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | COMMON ITEMS
Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. | 950 | Cubic Metre | 188 ₹1.8 L | 150 ₹1.4 L | 170 ₹1.6 L | 180 ₹1.7 L | 175 ₹1.7 L | 50 ₹47,500 | 82 ₹77,900 | 171 ₹1.6 L | 185 ₹1.8 L | 162 ₹1.5 L |
| 2.00 | Excavating in trenches not exc 1.5m wide and n.exc 1.5 m in depth, for foundations, laying of pipes & cable etc and not exceeding 10 square meter on plan for manholes etc and not exceeding 1.5m in depth and getting out in soft/loose soil complete all as specified and directed. | 2,740 | Cubic Metre | 205 ₹5.6 L | 170 ₹4.7 L | 170 ₹4.7 L | 190 ₹5.2 L | 200 ₹5.5 L | 180 ₹4.9 L | 180 ₹4.9 L | 180 ₹4.9 L | 160 ₹4.4 L | 176 ₹4.8 L |
| 3.00 | Returning filling in with approved excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed. | 2,362 | Cubic Metre | 162 ₹3.8 L | 160 ₹3.8 L | 160 ₹3.8 L | 150 ₹3.5 L | 146 ₹3.4 L | 75 ₹1.8 L | 120 ₹2.8 L | 153 ₹3.6 L | 175 ₹4.1 L | 152 ₹3.6 L |
| 4.00 | Removing excavated material (soils) to a distance n.exc 50 m and depositing where directed at a level not exc 1.50 m above the starting point complete all as specified and directed. | 378 | Cubic Metre | 238 ₹89,964 | 260 ₹98,280 | 230 ₹86,940 | 220 ₹83,160 | 210 ₹79,380 | 100 ₹37,800 | 250 ₹94,500 | 207 ₹78,246 | 300 ₹1.1 L | 247 ₹93,366 |
| 5.00 | Removing excavated material (soil) to a distance exc 1.50 KM m but not exc 5.00 KM and deposited where directed at a level n.exc. 1.50 m above the starting point complete all as specified and directed. | 160 | Cubic Metre | 465 ₹74,400 | 600 ₹96,000 | 450 ₹72,000 | 400 ₹64,000 | 390 ₹62,400 | 500 ₹80,000 | 300 ₹48,000 | 360 ₹57,600 | 430 ₹68,800 | 505 ₹80,800 |
| 6.00 | M&L for Plain cement concrete (1:4:8) type D-2, using 40mm graded crushed stone aggre-gate in foundation, filling and mass concrete complete all as specified and directed. | 2 | Cubic Metre | 4,355 ₹8,710 | 4,450 ₹8,900 | 4,000 ₹8,000 | 3,900 ₹7,800 | 4,100 ₹8,200 | 5,500 ₹11,000 | 5,000 ₹10,000 | 4,500 ₹9,000 | 3,900 ₹7,800 | 4,350 ₹8,700 |
| 7.00 | M&L for preparation of new steel surface of any description over 10 cm width or girth and applying two coats of synthetic enamel paint of approved tint over a coat of red oxide primer complete all as specified and directed. | 80 | Square Metre | 86 ₹6,880 | 84 ₹6,720 | 70 ₹5,600 | 75 ₹6,000 | 78 ₹6,240 | 120 ₹9,600 | 200 ₹16,000 | 63 ₹5,040 | 82 ₹6,560 | 94 ₹7,520 |
| 8.00 | M&L for Formwork to sides of concrete foundation, 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 Rough finished surface of concrete flat complete all as specified and directed. | 10 | Square Metre | 328 ₹3,280 | 325 ₹3,250 | 300 ₹3,000 | 280 ₹2,800 | 315 ₹3,150 | 325 ₹3,250 | 400 ₹4,000 | 360 ₹3,600 | 296 ₹2,960 | 342 ₹3,420 |
| 9.00 | M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished surface of concrete Square, rectangular or polygonal complete all as specified and directed. | 20 | Square Metre | 344 ₹6,880 | 325 ₹6,500 | 300 ₹6,000 | 280 ₹5,600 | 315 ₹6,300 | 250 ₹5,000 | 400 ₹8,000 | 360 ₹7,200 | 290 ₹5,800 | 347 ₹6,940 |
| 10.00 | M&L for TMT bars 5 mm dia and over upto and including 10 mm dia and over, in stirrups, spacers and binders bent to shape required including cranking, bending, spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia, complete all as specified and directed | 100 | Kilogram | 97 ₹9,700 | 99 ₹9,900 | 92 ₹9,200 | 95 ₹9,500 | 94 ₹9,400 | 85 ₹8,500 | 95 ₹9,500 | 90 ₹9,000 | 95 ₹9,500 | 95 ₹9,500 |
Updated dates
Tender Value
₹4.6 Cr
EMD Value
₹5.3 L
Closing Date
2 Jun 2026, 6:00 pmClosed
Cheif Engineer Lucknow Zone
Headquarter Chief Engineer Lucknow Zone, 17 Carriappa Marg Post Dilkusha, Lucknow Cantt PIN -226002
AUGMENTATION OF WATER SUPPLY INCLUDING PROVISION OF 02 x OHT AT LUCKNOW CANTT
2026_MES_756435_1
CELZ/LKO/T-34 OF 2025-26
Open Tender
Miscellaneous Works
360 days
Lucknow
As per NIT
8 documents required · 8 mandatory
₹2,000
GE (E/M) Lucknow
₹5.3 L
20 Jun 2026
16 Mar 2026
9 Jun 2026
16 Mar 2026
2 Jun 2026
26 May 2026
COMMON ITEMS Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.
Excavating in trenches not exc 1.5m wide and n.exc 1.5 m in depth, for foundations, laying of pipes & cable etc and not exceeding 10 square meter on plan for manholes etc and not exceeding 1.5m in depth and getting out in soft/loose soil complete all as specified and directed.
Returning filling in with approved excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and directed.
Removing excavated material (soils) to a distance n.exc 50 m and depositing where directed at a level not exc 1.50 m above the starting point complete all as specified and directed.
Removing excavated material (soil) to a distance exc 1.50 KM m but not exc 5.00 KM and deposited where directed at a level n.exc. 1.50 m above the starting point complete all as specified and directed.
M&L for Plain cement concrete (1:4:8) type D-2, using 40mm graded crushed stone aggre-gate in foundation, filling and mass concrete complete all as specified and directed.
M&L for preparation of new steel surface of any description over 10 cm width or girth and applying two coats of synthetic enamel paint of approved tint over a coat of red oxide primer complete all as specified and directed.
M&L for Formwork to sides of concrete foundation, 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 Rough finished surface of concrete flat complete all as specified and directed.
M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions rough finished surface of concrete Square, rectangular or polygonal complete all as specified and directed.
M&L for TMT bars 5 mm dia and over upto and including 10 mm dia and over, in stirrups, spacers and binders bent to shape required including cranking, bending, spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia, complete all as specified and directed
M&L for TMT bars 10 mm dia and over, as reinforcement for concrete cut to length, bent to shape required including cranking, bending, spirally hooping for columns, hooking ends and binding with and in-cluding mild steel wire (an-nealed) not less than 0.90mm dia, complete all as specified and directed.
M&L for reinforced cement concrete(nominal mix) type B-1 (using 12.5 mm graded crushed stone aggregate) in foundation & 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:- Reinforcement and form work shall be measured and paid separately under respective items.
M&L for reinforced cement concrete (nominal mix) type B-1 (using 12.5 mm graded crushed stone aggregate) for in columns, pillars, piers, posts and struts and similar work complete all as specified and directed. Note:- Reinforcement and form work shall be measured and paid separately under respective items.
M&L for Framed work such as grills, gratings, etc. with ends of bars, shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed
DEMOLITION OF STEEL TANK Dismantling wrought iron or mild steel work of any description not otherwise provided for etc. complete all as specified & directed.
Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed.
CWR TANK Supply & installation of prefab tank 1 lakhs gallon capacity CWR water tank including all accessories And inlet/outlets and tank shell made of colour coated zink aluminium high tensile steel sheet with ribbed profile coated with cream colour and anchored to the tank foundation with anchor brackets and anchor fasteners complete all as specified and directed.
M&L 100 mm thick plain cement concrete1:2:4, type B-1 (using 20mm graded crushed stone aggregate) as in flooring laid in alternate without using extra cement on surface complete all as specified and directed.
M&L for forming contraction (Dummy) joints 65 mm deep X 10 mm wide filled with sealing compound grade ‘A’ complete all as specified and as directed.
S & F Steel work in tubular trusses , rafter, purlins, post etc including special shaped washer etc. complete using ERW or induction butt welded tubes confirming to I.S. 0011-1979 grade St-240. complete all as specified and directed.
M&L for Plates ( Plain or chequered ) channels, square cut or notched (ordinary and counter sunk ) forming holes, without any attachment S & F rolled mild steel Fe - 410-W (Gde-E-250) quality "A complete all as specified and directed.
M&L for Mild steel rag or Lewis bolts, screwed one end, with hexagonal or square nuts and washers, the end enlarged and jagged or lewised, diameter of neck 12 mm, length of bolt exc 30 cm long complete all as specified and directed.
PATH WITH INTERLOCKING PAVER BLOCK Rolling and consolidating formation surfaces in cutting Power roller exc 8 tonne & n exc 12 tonne including watering before or during rolling complete all as specified and directed.
M & L for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggre-gate) as in sub base etc. com-plete all as specified and directed.
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using platevibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extras complete all as specified and directed.
M&L for Plain cement concrete 1:2:4 type B-0, (using 12.50mm graded crushed stone aggregate) in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses parapets and railings upto 60 cm in height, copings, kneelers, apex stones bed plates, kerbs water troughs and like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed.
COMPOUND WALL, FENCING AND GATE Excavating in post holes each not exceeding 0.5 cum. getting out in Soft / loose soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus spoil to a distance n. exc 50mand making good surface complete all as specified and directed.
M&L for angle iron as in post and struts in fencing including cutting tops 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 conforming to Fe-290 Gde E-165. complete all as specified and directed.
M&L for Plain cement concrete (1:3:6) type C-2, using 40mm graded crushed stone aggregate in foundation, filling and mass concrete complete all as specified and directed.
M&L for Mild steel screw bolts (machine made ) of 10 mm dia of sank with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, not exceeding 5 cm long complete all as specified and directed.
Fixing only chain link fencing including line wires, any mesh, size and type to any of standards, rails straining bolts, etc. including provision of binding wire complete all as specified and directed.
Supply only Chain link M.S. galvanised fencing, any size or type complete all as specified and directed.
M&L for Welded steel wire fabric supplied and fixed complete to wood or steel members weight not exceeding 4 Kg per square metre complete all as specified and directed.
M&L for Galvanised, 2 strand, steel barbed wire, barbed with 2.24 mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and directed. (Note :-Each line wire to be measured)
M&L for 15mm thick render-ing in cm (1:4) finished even and smooth without using ex-tra cement on fair faces of brick wall/concrete surfaces complete all as specified and directed.
M & L for preparation of newly plastered surface of wall and applying two coats of cement base paint over a coat of cement primer complete all as specified and directed.
S&F ductile iron specials 'ISI marked' for pressure water mains up to 150 mm bore flanged joint Tee, angle/ radius, pieces, single or double branch connection or collar etc. complete all as specified and directed. (Note - Excavation and earth work shall be measured and paid for separately).
S&F ductile iron connecting pieces one end flanged and other socket or spigot or bell mouth or any size tapper upto 150 mm bore complete all as specified and directed. (Note :- Joints excavation and earth work shall be measured and paid separately)
S&F ductile iron specials 'ISI marked' for pressure water mains 200 to 300 mm bore flanged joint Tee, angle/ radius, pieces, single or double branch connection or collar etc. complete all as specified and directed. (Note - Excavation and earth work shall be measured and paid for separately).
M&L in flanged joints of 100 mm bore complete with rubber or fiber board gasket for new/old pipe lines including nut bolts & washers etc. for water mains/fittings complete all as specified and directed.
M&L in flanged joints of 150 mm bore complete with rubber or fiber board gasket for new/old pipe lines including nut bolts & washers etc. for water mains/fittings complete all as specified and directed.
M&L in flanged joints of 200 mm bore complete with rubber or fiber board gasket for new/old pipe lines including nut bolts & washers etc. for water mains/fittings complete all as specified and directed.
M&L in flanged joints of 250 mm bore complete with rubber or fiber board gasket for new/old pipe lines including nut bolts & washers etc. for water mains/fittings complete all as specified and directed.
M&L for Cutting of CI/DI pipes of 100 mm bore in position for insertion of Tees, branches etc. Including dewatering due to residual water in pipes complete all as specified and directed.
M&L for Cutting of CI/DI pipes of 150 mm bore in position for insertion of Tees, branches etc. Including dewatering due to residual water in pipes complete all as specified and directed.
M&L for Cutting of CI/DI pipes of 200 mm bore in position for insertion of Tees, branches etc. Including dewatering due to residual water in pipes complete all as specified and directed.
M&L for Cutting of CI/DI pipes of 250 mm bore in position for insertion of Tees, branches etc. Including dewatering due to residual water in pipes complete all as specified and directed.
Taking up or down old GI/CI/DI/Cemented pipe dia upto 250mm including all fittings/ connections complete all as specified and directed.
Drilling & tapping 15 mm bore cast iron water mains in position for branch connection complete all as specified and directed.
Drilling & tapping 20 mm bore cast iron water mains in position for branch connection complete all as specified and directed.
Supply and fixing Cast Iron Air release valve with two air outlets, conforming to IS 14845 of size 50 mm dia bore and fixing up in cast iron water supply mains of size 150 mm dia complete all as specified and directed.
Supply & fixing of sluice valve of 200 mm bore sizes, as per 'ISI marked' both ends flanged and drilled cast iron body class PN-1.6 conforming to IS-14846/2000 complete with gun metal spindle including necessary nut bolts etc with all fittings, complete all as specified and directed.
Supply & fixing of sluice valve of 150 mm bore sizes, as per 'ISI marked' both ends flanged and drilled cast iron body class PN-1.6 conforming to IS-14846/2000 complete with gun metal spindle including necessary nut bolts etc with all fittings, complete all as specified and directed.
Supply & fixing of sluice valve of 100 mm bore sizes, as per 'ISI marked' both ends flanged and drilled cast iron body class PN-1.6 conforming to IS-14846/2000 complete with gun metal spindle including necessary nut bolts etc with all fittings, complete all as specified and directed.
M&L for Cutting of road (in hard/ dense soil) for laying pipe line or repair to pipes / lead joints etc .of any size upto 01 mtr depth width 0.70 mtr. Depth and getting out including forming bottom surface to required level and making good the road as per existing complete all as specified and directed.
Construction of fly ash brick masonry valve pit chamber of size 1200 mm X 1200 mm X 1200 mm (internal dimensions) including necessary excavation & earth work, 100 mm thick PCC (1:4:8) type D-2 as in foundation, 230 mm thick fly ash brick work in cement mortar (1:4), 12 mm thick rendering in cement mortar (1:4) on internal surface of valve pit and mild steel sheet cover of 6 mm thick and angle iron of size (50 x 50 x 6) mm frame around of valve pit, sheet welded on all four corners, locking arrangement with pad lock of size 50 mm brass, 6 levers and in duplicate key (Make - Godrej or equivalent make as approved by GE complete) including two coat of approved synthetic enamel paint over one coat of red oxide primer on prepared steel surface complete all as specified and directed.
Construction of fly ash brick masonry valve pit chamber of size 900 mm X 900 mm X 1000 mm (internal dimensions) including necessary excavation & earth work, 100 mm thick PCC (1:4:8) type D-2 as in foundation, 230 mm thick fly ash brick work in cement mortar (1:4), 12 mm thick rendering in cement mortar (1:4) on internal surface of valve pit and mild steel sheet cover of 6 mm thick and angle iron of size (50 x 50 x 6) mm frame around of valve pit, sheet welded on all four corners, locking arrangement with pad lock of size 50 mm brass, 6 levers and in duplicate key (Make - Godrej or equivalent make as approved by GE complete) including two coat of approved synthetic enamel paint over one coat of red oxide primer on prepared steel surface complete all as specified and directed.
M&L for Drilling/ boring (horizontally) upto 250mm bore by pneumatic tool or horizontal boring/ drilling machine under the existing road (max 10 mtr in width) suitable for passing GI/CI/DI tubing complete all as specified and directed
M&L for drilling vertical bore of 250 mm dia at site through any kind of soil including hard stone/boulder by direct rotary method and all works pertaining to pilot boring upto 220mtr depth below ground level complete all as specified and directed .
M&L for drilling vertical bore of 250mm dia at site through any kind of soil including hard stone/boulder by direct rotary method and all works pertaining to pilot boring exceeding 220 mtr depth and upto 370 mtr depth below ground level.
M&L for Reaming (Expanding) vertical bore of pilot bore of 250 mm dia to 675 mm, from 0 to 60 Mtr deep below ground level of reaming 675 mm size including all works pertain to boring complete all as specified and directed .
M&L for Reaming (Expanding) vertical bore of pilot bore of 250 mm dia to 525 mm, from 61 Mtr to 370 mtr deep below ground level of reaming 525 mm size including all works pertain to boring complete all as specified and directed.
M&L for Mild steel sheet casing plain ERW casing pipe 300 mm bore, 8 mm thickness, conforming to IS: 4270 -2001, ISI marked, lowering and fixing in position upto required depth in all strata cut into different length including cutting, welding pipe jointed and welded coupler rings through out circumference of the pipe and coupler rings both side as in bore wells complete all as specified and directed. NOTE :- (i) Length of each pipe shall not be less than 2.4 metre except where pipe length required is less than 2.4 meters. (ii) Welding shall be done through out the circumference of the pipe and coupler rings both side.
S&F in position plain ERW MS pipe 200 mm dia (internal), 7 mm thickness, conforming to IS: 4270-2001, ISI marked complete and lowering and fixing in position after reducing socket 304 mm × 204 mm bore complete all as specified and directed.
S&F in position Stainless steel slotted pipe 200 mm dia (internal), 7 mm thickness, conforming to IS: 4270-2001, ISI marked having slot of size 0.75 mm to 1.00 mm wide, 7mm thickness including cutting, welding complete all as specified and directed.
M&L Pea gravel of 2 mm to 4 mm size of approved quality as ordered to pack around the casing/slotted pipes in bore well in angular space between well assembly and bore hole wall should be over minimum 15-18 cm and thoroughly washed before surrounding in the well and treated, with suitable amount of sodium hexa-meta phosphate for 24 hrs before developing by compressed air complete all as specified and directed.
M&L for MS bail plug of 200 mm dia size 10 mm thick of 1m long with MS Rod 25mm dia size welded to it at bottom bail hook complete all as specified and directed.
S & F well cap of 300 mm dia and 8mm thick size on top of the pipes with locking arrangement complete all as specified and directed.
S&F two number of MS flat iron 150mm × 16mm thick size clamp for holding with 300mm bore housing pipe including casting of PCC block of size 1200mm × 1200mm × 1000mm in PCC 1:2:4 type B1 using 20mm graded crushed stone aggregate including 150mm bore MS pipe two Nos each 1.5 meter long with cap plug and cap top for feeding pea gravel for bore wel complete all as specified and directed.
M&L for Yield testing for the bore well with the help of ORIFICE method by continuously pumping for 16 hours to determine safe pumping yield complete all as specified and directed.
M&L for Deployment of manpower, tools, plant & machinery and development of borewell with compressed air of capacity 200 PSI 900 CFM approximate capacity as ground till to get clear water and after with 25% extra capacity pump by pumping of muddey water complete all as specified and directed. Note :- (i). Compressor, pump, pipe and other allied items shall be arranged by the contractor and nothing extra shall be admissible on this account.
M&L for MS black column pipe, 3 mtr long heavy duty, 100mm bore, wall thickness 6.5mm, both end flanged with heavy duty MS flanged not less than 16mm screwed and welded inside and outside complete all as specified and directed.
M & L for chemical and bacteriological testing of sample from approved laboratory to ensure portability of water alongwith chemical analysis report of water sample complete all as specified and directed
Supply, Installation, commissioning and testing Submersible pump set comprising of bronze impellers directly coupled with motor cast iron body electric driven 415V, TP suitable for 300 mm dia borewell multi-stages, discharge of 700 LPM at 130 metre head and complete with suitable end connecting tail piece, NRV complete all as specified and directed.
Supply, Installation, commissioning and testing Submersible pump set comprising of bronze impellers directly coupled with motor cast iron body electric driven 415V, TP suitable for 300 mm dia borewell multi-stages, discharge of 650 LPM at 100 metre head and complete with suitable end connecting tail piece, NRV complete all as specified and directed.
S&F High pressure single head gear motorised adjustable liquid Chlorine dosing pump (including all fittings & PVC tank 200 ltrs capacity) including commissioning & testing as approved by GE with the following accessories:- (i) Adjustable High pressure single Head Gear motor suitable for 70 m head. (ii) Rated 230 V, 50 Hz (iii) Cap of pump : 1/30 HP minimum. (iv) RPM : 44 Minimum (v) Output : 40 US GPD. (vi) Pump tubing, connection nut, injection check valve, clay weight. ferrules etc.
Supply and installed Pumping sets, centrifugal, electric driven, pumping set of cap 20 HP , of bronze impeller directly coupled with motor cast iron body electric driven 415V, TP , discharge 600 LPM at 50 mtr head inclusive of starter and PCC foundation.(01 W+ 1S) complete all as specified and directed.
S&F of CI Reflex valve (NRV) both end flanged of size 150 mm (ISI marked) with out by pass arrangement including jointing material, commissioning and testing complete all as specified and directed.
S & F submersible cable PVC insulated and PVC sheathed conductor 10 Sqmm, 3 core, 1100 volts grade flat cable conforming to IS-694 1977 complete with necessary electric connection complete all as specified and directed .
Supply, laying and testing of LT UG cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 50 sq mm 3.5 core complete all as specified and directed.
Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 sq mm 2 core complete all as specified and directed.
Supply, installation, testing & commissioning electrically connected feeder pillar outdoor type single door compartmenttized with locking arrangements canopy at top weather proof vermin/dust proof of suitable size cubical type factory made of CRCA MS Sheet 3.15mm thick machine pressed of size 60x60x40cm & angle iron frame 40x40x6mm for legs & including grouted in PCC 1:2:4 type B1 (using 20mm graded stone aggregate) suitable 440 volts, AC, 3 phase, 4 wire busbar 4 pole made out of suitable size copper strip capacity 200 Amps fully mounted on porcelain insulator enclosed chamber with openable shutter both sides complete all as specified and directed .
Supply & fixing MCCB 4 Pole, 415 V, Adjustable type, 160 Amps with breaking capacity 36 KA .adjustable type on existing panel complete all as specified and directed .
Supplying, laying or fixing, jointing & testing solid PVC insulated, 10 pairs, individual shielded for interference rejection, armoured PVC sheathed 1100 volts grade 0.5 sqmm instrumental cable ISI-5608 marked laid in trenches/ under floor including taking out unserviceable cable . Note : Excavation, earth work, sand cushioning, protection bricks/ tiles/ block, clamps, nuts, bolts, washers & pipe shall be measured & paid separately under appropriate items.
Supplying, laying or fixing, jointing & testing solid PVC insulated, 10 pairs, individual shielded for interference rejection, armoured PVC sheathed 1100 volts grade 0.5 sqmm instrumental cable ISI-5608 marked fixed on pillar & dome including taking out unserviceable cable complete all as specified and directed.
S& F water level indicator wall mounted to monitor level in 10 stage as per capacity of OHT having monitor of size 312 mm x 276 mm and magnetic level sensor inside the tank including commissioning & testing as approved by GE with the following specifications :- (i) Battery charging facility in the compact system. (ii) Buzzer Alarm system after filling the tank. (iii) Incoming Voltage – 230 Volts. (iv) Working voltage – 6/12 Volts. (v) Range – From monitor to water tank – 1Km.
Supply and erecting Steel tubular swaged pole complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 of 9 mtr long, all as specified and shown on drawings including the followings:- (a) Excavation in post holes in any types of soil, returning filling, well ramming and disposal of surplus soil to a distance not exceeding 50 mtr from the starting points. (b) PCC (1:3:6) type C-2 using 40 mm graded stone aggregate as in foundation including form work complete. (c) PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in coping including form work complete. (d) PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in base. (e) Painting of poles externally with one coat of black bituminous paint (upto planting depth) and above plinth block concrete collar with two coats of aluminium paint over one coat of red oxide primer including preparation of surface including painting of 30 cm wide bands 3 Nos with synthetic enamel paint of appropriate colour in alternate layer upto height of 1.5 m above plinth block. (f) Painting of coping shall be cement base paint complete all as directed. (g) Embeded portion shall be painted with two coat of black bituminous paint complete all as specified and directed. Note:- (i) This item consists of provision of steel pole and work mentioned in para (a) to (g) only. All other connected work, shall be measured and paid separately.
Supply and fixing LED street light fitting 70 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete all as specified and directed.
S&F junction box made out of PVC of size 300x300x150mm complete with 100 Amp 1 phase & one netural rated aluminium bus bar with MS clamp of size 35x6mm MCB single 0.5 to 5 Amps inside box and fixed on pole with MS clamps, nut bolt and washers complete all as specified and directed.
Supply laying & testing flat twin core PVC sheathed cable with copper conductor 2.5 sqmm 1100 volt for connection from junction box to street light fitting complete all as specified and directed.
M&L Bracket made out of GI pipe medium grade 40mm dia 1.2 mtr long bend to shape as required and fixing with two nos MS clamp of size 40x6mm for fixing of street light fitting complete all as specified and directed.
Supply and fixing CI Foot Valve conforming to IS 4038, 100 mm (4”) dia.with nut bolt and washer all as specified and directed
M&L for Earthing complete with galvanised steel earth plate electrode 600 x 600 x 6 mm thick buried directly in ground earth pit not 1ess than 2. 25 mtr below normal GL with the top edge of the plate not less than 1.5 mtr below the ground level connected by GI strip of size 32 x 6 mm thick soldered and revetted to earth plate. Complete with watering pipe 20 mm bore GI pipe (light grade) and chamber PCC (1:4:8) type D2 using 40 mm grade stone aggregate, coping shall be PCC (1:3:6) type C-1 using 20 mm graded stone aggregate and RCC (1:2:4) type B1 using 20 mm graded stone aggregate pit cover 50 mm thick reinforced with 8mm tor MS bar at 80 mm c/c both way including excavation and earth work and removal of surplus soil complete all as shown in electrical plate No . 3 of SSR part and as specified including earth plate packed all sides with charcoal dust, common salt and testing complete including GI sheet funnel, wire mesh etc complete all as specified and directed and testing on completion. Note:- (i) If the desired earth resistance is not found, earthing shall be redone by the contractor at no extra cost to the department.
S&F of electric logging in pilot bore for precise delineation of granular zones as also the quality of ground water including report interpretation complete all as specified and directed. (Note:–Electric logging shall be carried out by any approved Govt Agency)
Supply only strata sample box with glass cover 3 mm thick having internal dimension 1000mm x 600 mm x 100mm made out of 20mm thick shisham wood with hinges 2 No of size 75mm, hasp and staple including French polishing complete with samples at various strata met in boring including strata chart in duplicate complete all as specified and directed.
Material and labour for river sand, washed and screened dry for cushioning to under ground cable in trenches below and around under ground cable including spreading and levelling complete as specified and directed. Note :- Punned thickness shall only be considered for payment
M&L laying well burnt old size bricks, straight or curved on plan, laid flat with width equal to length of brick , laid dry over electric cable for protection complete all as specified and directed.
Supply, laying, testing and commissioning Cable jointing kit for 1100 volt (Earthed) grade cable for outdoor termination heat shrink type joint complete with jointing material and accessories suitable for 3.5 core XLPE armoured aluminium conductor cable of size 50 sqmm to 95 sqmm complete all as specified and directed
Supply, laying, testing and commissioning Cable jointing kit for 1100 volts (Earthed) grade cable for outdoor termination heat shrink type joint complete with jointing material and accessories suitable for 3.5 core XLPE armoured aluminium conductor cable of size 120 to 185 sqmm. complete all as specified and directed
Changeover Switch on load in open execution 4 pole, 415V, 50Hz, 160 Amps -01 No
Busbar 4 pole (three pole & one neutral) made out of laminated copper size 40mmx6mm, of length 0.8 Mtrs each (04 Nos)
MCCB cap 160 Amps, 4 pole, 415V, 50c/s, 35KA - 01 No,
MCCB cap 100 Amps, 4 pole, 415V, 50c/s, 35KA - 01 No,
MCB TPN cap 32 Amps, 4 pole, 415V, 50c/s, 16KA - 01 No,
MCB SPN cap 32 Amps, 'C' series - 02 Nos,
Star/delta starter suitable upto 30 HP, 3 phase, 415V,50 c/s induction motor including protection against over voltage, under voltage, over current, under current, reverse phasing, single phasing, earth fault with required PLC.
Single Phase Preventor-01
Platform of Panel: Platform for the panel with PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate , 15 cm thick in foundation, brick work in CM 1:6 with sub class 'B', old size bricks, rendering 15 mm thick in CM 1:6 on exposed surfaces and 100 mm thick PCC padding 1:3:6, type C-1 using 20 mm graded crushed stone aggregate on top and grouting bolts etc for panel. The platform shall be such that it is of a height 45 cm above the nearest road level.
Note :- (i) All out going feeder shall be connected by cable through suitable size gland plate / glands. (ii) The various feeders shall be indicated by 50 mm size letters in synthetic enamel white paint. (iii) All MCCB with adjustable protection for over load and short circuit and conforming to IEC60947-II/IS 13947-II (Latest Version). The MCCB should have Ics=100%Icu. The MCCBs shall have spreader links and barriers as standard feature of manufacturer
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