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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC | ₹3.0 Cr | L1 | Accepted-AOC L1 being lowest bidder |
| 2 | L2₹3.0 Cr+₹90,118.82 (0.30%)Rejected-Finance 16 PRATAP NAGAR CHARBHUJA RAWATBHATA RAJASTHAN 323307 | RAWATBHATA | CHITTORGARH | RAJASTHAN | 323307 | ₹3.0 Cr+₹90,118.82 (0.30%) | L2 | Rejected-Finance Other than lowest bidder |
| 3 | L3₹3.1 Cr+₹8.6 L (2.88%)Rejected-Finance 34 KAISER GANJ MANDI DIST MEERUT UP 250002 | MEERUT | UTTAR PRADESH | 250002 | ₹3.1 Cr+₹8.6 L (2.88%) | L3 | Rejected-Finance Other than lowest bidder |
| 4 | L4₹3.1 Cr+₹9.6 L (3.20%)Rejected-Finance 401 SHASTRI NAGAR JAMMU 180004 | JAMMU | JAMMU | JAMMU AND KASHMIR | 180004 | ₹3.1 Cr+₹9.6 L (3.20%) | L4 | Rejected-Finance Other than lowest bidder |
| 5 | L5₹3.2 Cr+₹18.4 L (6.16%)Rejected-Finance 223 02 WARD NO 10 A DHURI DISTT SANGRUR | DHURI | SANGRUR | PUNJAB | ₹3.2 Cr+₹18.4 L (6.16%) | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | M/s Khajuria Construction Co. L7 | Onkar Nath Bhalla And Sons Contractor Pvt. Ltd. L1 | J.R.G CONSTRUCTIONS L6 | DES RAJ NAGPAL CONTRACTORS PVT.LTD L4 | GUPTA CONSTRUCTION L3 | SHARMA CONSTRUCTION COMPANY L5 | M/S GUPTA CONSTRUCTION CO. L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | B/R ITEMS Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed by Engineer-in-Charge. | 1,330 | Sqm | 30 ₹39,900 | 30 ₹39,900 | 20 ₹26,600 | 20 ₹26,600 | 10 ₹13,300 | 9 ₹11,970 Lowest | 26 ₹34,580 |
| 2.00 | Excavation in over areas not exceeding 1.5 metre deep and getting out in any type of soil complete all as specified and as directed by Engr-in-Charge. | 2,658.57 | Cum | 190 ₹5,05,128.3 | 90 ₹2,39,271.3 | 125 ₹3,32,321.25 | 60 ₹1,59,514.2 Lowest | 150 ₹3,98,785.5 | 90 ₹2,39,271.3 | 126 ₹3,34,979.82 |
| 3.00 | All as per serial item No. 02 here-in-before but depth exceeding 1.5m & not exceeding 3.0m, complete all as specified and as directed by Engr-in-Charge. | 126.59 | Cum | 250 ₹31,647.5 | 90 ₹11,393.1 | 120 ₹15,190.8 | 75 ₹9,494.25 Lowest | 180 ₹22,786.2 | 108 ₹13,671.72 | 156 ₹19,748.04 |
| 4.00 | All as per serial item No. 02 here-in-before but depth exceeding 3.0m & not exceeding 4.5m, complete all as specified and as directed by Engr-in-Charge. | 27 | Cum | 400 ₹10,800 | 90 ₹2,430 Lowest | 130 ₹3,510 | 100 ₹2,700 | 250 ₹6,750 | 117 ₹3,159 | 166 ₹4,482 |
| 5.00 | Excavation in trenches in any type of soil not exceeding 1.5 metre in width & not exceeding 1.5 metre in depth, for foundations or for shafts, wells, cesspits, manholes, pier holes, etc., not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth and getting out complete all as specified and as directed by Engineer-in-Charge. | 799.96 | Cum | 200 ₹1,59,992 | 90 ₹71,996.4 Lowest | 120 ₹95,995.2 | 320 ₹2,55,987.2 | 175 ₹1,39,993 | 90 ₹71,996.4 Lowest | 156 ₹1,24,793.76 |
| 6.00 | All as per serial item No. 05 here-in-before but depth exceeding 1.5m & not exceeding 3.0m, complete all as specified and as directed by Engr-in-Charge. | 2.7 | Cum | 400 ₹1,080 | 90 ₹243 Lowest | 130 ₹351 | 350 ₹945 | 300 ₹810 | 108 ₹291.6 | 166 ₹448.2 |
| 7.00 | Returning, filling in, soil including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and as directed by Engineer-in-Charge. | 1,443.88 | Cum | 90 ₹1,29,949.2 | 30 ₹43,316.4 Lowest | 50 ₹72,194 | 50 ₹72,194 | 50 ₹72,194 | 63 ₹90,964.44 | 66 ₹95,296.08 |
| 8.00 | Removing excavated material (soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed by Engr-in-Charge. | 1,020.6 | Cum | 90 ₹91,854 | 30 ₹30,618 Lowest | 50 ₹51,030 | 300 ₹3,06,180 | 40 ₹40,824 | 63 ₹64,297.8 | 76 ₹77,565.6 |
| 9.00 | Earth filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engr-in-Charge. | 81.3 | Cum | 300 ₹24,390 | 150 ₹12,195 | 50 ₹4,065 Lowest | 60 ₹4,878 | 500 ₹40,650 | 63 ₹5,121.9 | 126 ₹10,243.8 |
| 10.00 | Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30cm thick, watering, ramming/rolling to obtain standard procter density not less than 95% at optimum moisture content and finishing to required size, shape etc; not exceeding 1.5m high from base complete all as specified and as directed by Engineer-in-Charge. (Note : Rates included cost of earth, required if any, to be brought from outside the defence land) | 405 | Cum | 400 ₹1,62,000 | 450 ₹1,82,250 | 100 ₹40,500 | 250 ₹1,01,250 | 70 ₹28,350 Lowest | 108 ₹43,740 | 226 ₹91,530 |
Tender Value
₹3.5 Cr
EMD Value
₹4.3 L
Closing Date
10 Nov 2025, 6:00 pmClosed
HQ CHIEF ENGINEER PATHANKOT ZONE
HQ CHIEF ENGINEER PATHANKOT ZONE
CONSTRUCTION OF HIGH SECURITY WALL AND ALLIED INFRASTRUCTURE AT MIRAN SAHIB UNDER GE JAMMU
2025_MES_734751_1
CA NO CEPZ-10/2025-26
Open Tender
Civil Works
Item Rate
365 days
GE Jammu
As per tender documents
8 documents required · 8 mandatory
₹2,000
GE Jammu
₹4.3 L
Yes
10 Dec 2025
11 Oct 2025
12 Nov 2025
11 Oct 2025
10 Nov 2025
3 Nov 2025
11 Oct 2025 - 18 Oct 2025
Amount
B/R ITEMS Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed by Engineer-in-Charge.
Excavation in over areas not exceeding 1.5 metre deep and getting out in any type of soil complete all as specified and as directed by Engr-in-Charge.
All as per serial item No. 02 here-in-before but depth exceeding 1.5m & not exceeding 3.0m, complete all as specified and as directed by Engr-in-Charge.
All as per serial item No. 02 here-in-before but depth exceeding 3.0m & not exceeding 4.5m, complete all as specified and as directed by Engr-in-Charge.
Excavation in trenches in any type of soil not exceeding 1.5 metre in width & not exceeding 1.5 metre in depth, for foundations or for shafts, wells, cesspits, manholes, pier holes, etc., not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth and getting out complete all as specified and as directed by Engineer-in-Charge.
All as per serial item No. 05 here-in-before but depth exceeding 1.5m & not exceeding 3.0m, complete all as specified and as directed by Engr-in-Charge.
Returning, filling in, soil including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and as directed by Engineer-in-Charge.
Removing excavated material (soil) to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and as directed by Engr-in-Charge.
Earth filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engr-in-Charge.
Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30cm thick, watering, ramming/rolling to obtain standard procter density not less than 95% at optimum moisture content and finishing to required size, shape etc; not exceeding 1.5m high from base complete all as specified and as directed by Engineer-in-Charge. (Note : Rates included cost of earth, required if any, to be brought from outside the defence land)
Hardcore of broken stones or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-Charge.
Loose filling with broken Bricks aggregates of gauge 40 to 80 mm in soakage pits, soakage wells, complete all as specified and as directed by Engineer-in-Charge.
Anti termite treatment to bottom and sides of excavation with emulsion @ 5Litres/Sqm, complete all as specified and as directed by Engineer-in-Charge.
Anti termite treatment to back fill in contact with foundations with emulsion @ 7.5Litres/Sqm, complete all as specified and as directed by Engineer-in-Charge.
Anti termite treatment to top surface of filled earth with emulsion @ 5Litres/Sqm, complete all as specified and as directed by Engineer-in-Charge.
Anti termite treatment to soil under plinth protection with emulsion @ 5Litres/Sqm, complete all as specified and as directed by Engineer-in-Charge.
Anti termite treatment to soil along external perimeter of wall (upto 300mm depth) with emulsion @ 2.5Litres/Sqm, complete all as specified and as directed by Engineer-in-Charge.
Plain cement concrete (1:4:8), type D-2 (Nominal mix) (using 40 mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified and as directed by the Engr-in-Charge.
Plain cement concrete (1:3:6), type C-2 (Nominal mix) (using 40 mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified and as directed by the Engr-in-Charge.
Plain cement concrete (1:2:4), type B-2 (Nominal mix) (using 40 mm graded crushed stone aggregates) as in foundation, filling and mass concrete complete all as specified and as directed by the Engr-in-Charge.
Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed stone aggregates) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc basement slabs, under-reamed piles and mass concrete complete all as specified and as directed by Engr-in-Charge.
Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed stone aggregates) as in columns, piers, posts and struts etc complete all as specified and as directed by Engr-in-Charge.
Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed stone aggregates) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed by Engr-in-Charge.
Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed stone aggregates) as in lintel bands complete all as specified and as directed by Engr-in-Charge.
Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed stone aggregates) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves complete all as specified and as directed by Engr-in-Charge.
Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed stone aggregates) as in Parapet Walls fins, fascias, louvres and railings exceeding 60cm in height, newels, balustrade complete all as specified and as directed by Engr-in-Charge.
Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed stone aggregates) 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 as directed by Engr-in-Charge.
Reinforced cement concrete (M-25) (Design Mix) (using 20 mm graded crushed stone aggregates) as in chullah hoods, stairways (except spiral staircases) including steps (square or spandril), string pieces, carriages, etc., complete, any section straight or winding, but excluding landings, RCC water tanks upto 1500 litres complete all as specified and as directed by Engr-in-Charge.
Precast cement concrete in Kerb Stones of size 300mmx300mmx100mm etc. and setting in mortar complete with joints to match of type B-1 1:2:4 (using 20 mm graded crushed stone aggregate) set in cement mortar 1:6, complete all as specified and as directed by Engr-in-Charge.
Precast cement concrete in cover slabs, baffle walls of size exceeding 0.3 Sqm and not exceeding 1.0 Sqm each of thickness 75-80mm, including form work and fixing mild steel handle for lifting etc., complete all as specified and as directed by Engr-in-Charge.
Precast cement concrete in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar complete with joints to match of type C1 1:3:6 (20 mm graded aggregate) Set in cement mortar 1:6, complete all as specified and as directed by Engr-in-Charge.
Plain cement concrete type B-0 1:2:4 (using 12.5 mm graded crushed stone aggregate) in lintels upto 1.5m 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 not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by Engr-in-Charge.
Supply only Liquid Water Proofing Compound complete all as specified and as directed by Engr-in-Charge
Brick work with Fly Ash Bricks (old size bricks) having crushing strength not less than 75kg/Sqm straight or curved on plan exceeding 6m mean radius built in Cement Mortar (1:6) complete all as specified and as directed by Engr-in-Charge
Brick work with Fly Ash Bricks (old size bricks) having crushing strength not less than 75kg/Sqm straight or curved on plan exceeding 6m mean radius built in Cement Mortar (1:4) complete all as specified and as directed by Engr-in-Charge
Brick work with Fly Ash Bricks (old size bricks) having crushing strength not less than 75kg/Sqm in curved work on plan with mean radius not exceeding 6m built in Cement Mortar (1:6) complete all as specified and as directed by Engr-in-Charge
Honey Combed Brick work with Fly Ash Bricks (old size bricks) having crushing strength not less than 75kg/Sqm in curved work on plan with mean radius not exceeding 6m built in Cement Mortar (1:6) complete all as specified and as directed by Engr-in-Charge
Brick work with Fly Ash Bricks (old size bricks) having crushing strength not less than 75kg/Sqm built to any radius in half brick thick walls, built in Cement Mortar (1:4) complete all as specified and as directed by Engr-in-Charge
Walling of random rubble stone masonary, uncoursed well bounded, bedded and solidly hearted in CM 1:6, complete all as specified and as directed by Engr-in-Charge
Extra over stone walling for hammer dressing to face stones not exc 40mm lime or sand stone, complete all as specified and as directed by Engr-in-Charge
Boulder filling dry, hand packed as in back fill to retaining wall, complete all as specified and as directed by Engr-in-Charge
Formwork to the 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 for rough finished flat surface of concrete complete all as specified and as directed by Engr-in-Charge.
Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished flat surface of concrete complete all as specified and as directed by Engr-in-Charge
Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc also splays between floors and beams, for rough rough finished flat surface of concrete etc complete all as specified and as directed by Engr-in-Charge
Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work, not exceeding 20 cm wide and side of PCC/RCC bands exceeding 10 cm but not exceeding 20 cm wide with fair finished complete all as specified and as directed by Engr-in-Charge.
Formwork to edge of concrete flats etc., exc 10 cm but not exc 20 cm wide/thick for fair finished surface of concrete, complete all as specified and as directed by Engr-in-Charge.
Formwork to edge of concrete flats etc., not exceeding 10 cm wide/thick for fair finished surface of concrete, complete all as specified and as directed by Engr-in-Charge.
Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter with including surface complete all as specified and as directed by Engr-in-Charge.
Formwork to staircases with sloping or stepped soffits including risers and stringers (excluding landing) with fair finished complete all as specified and as directed by Engr-in-Charge.
30mm thick Factory made HDF panelled door shutters, (rails, stiles and core filling) shall be of timber having minimum bulk density of 450Kg/Cum at 12% moisture content. The raised fibre board skin used in door shutter shall be of minimum thickness 3mm of phenolic bonded high density fibre board conforming to requirements given in Table -2 of IS 15380-2003 complete all as specified and as directed by Engr-in-Charge.
30mm thick Factory made HDF glazed/gauzed door shutters (rails and stiles) shall be of timber having minimum bulk density of 450Kg/Cum at 12% moisture content. The raised fibre board skin used in door shutter shall be of minimum thickness 3mm of phenolic bonded high density fibre board conforming to requirements given in Table-2 of IS 15380-2003, complete all as specified and as directed by Engr-in-Charge.
Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing, complete all as specified and as directed by Engr-in-Charge.
Factory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing complete all as specified and as directed by Engr-in-Charge.
100mm size stainless steel butt hinges medium weight, complete all as specified and as directed by Engr-in-Charge.
150mm size anodised Aluminium handles fabricated type complete all as specified and as directed by Engr-in-Charge.
150mm size anodised Aluminium tower bolts complete all as specified and as directed by Engr-in-Charge.
250mm size anodised Aluminium sliding door bolts complete all as specified and as directed by Engr-in-Charge.
140mm size anodised Aluminium door stopper complete all as specified and as directed by Engr-in-Charge.
150mm size mild steel rat tail rod pattern door closure complete all as specified and as directed by Engr-in-Charge.
Galvanised mild steel wire cloth with 0.63mm nominal dia of wire and 1.40mm aperture, complete all as specified and as directed by Engr-in-Charge.
Pressed steel frames made out of 1.25 mild steel black sheet of profile size 165mmx60mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc.,, complete all as specified and as directed by Engr-in-Charge.
Factory made box type steel windows comprising of tubular frame and made out of 1.25mm thick MS sheet tube with double side shutters (Wire Gauged shutter and Glazed Shutter), side hung shutters including grills with MS handles and MS stays dovetailed or welded including 02 nos MS Tower Bolt 150mm long for each leaf, 8 mm square guard bars at spacing as shown in drawings, MS flat iron frame work, MS hinges, tarred hold fast, PCC 1:2:4 type B1 as in bed of hold fast, 01 No. per leaf of stopper of 100mm size, one coat of red oxide zinc chrome primer etc, complete all as specified and as directed. shown as drawing No. CEPZ/TD-354/09 sheet 1/3 to 3/3, complete all as specified and as directed by Engr-in-Charge.
Factory made box type steel windows comprising of tubular frame and shutters made out of 1.25mm thick MS sheet tube with single side shutters (Glazed Shutters only), side hung shutters including grills with MS handles and MS stays dovetailed or welded including 02 nos MS Tower Bolt 150mm long for each leaf, 8 mm square guard bars at spacing as shown in drawings, MS flat iron frame work, MS hinges, tarred hold fast, PCC 1:2:4 type B1 as in bed of hold fast, 01 No. per leaf of stopper of 100mm size, one coat of red oxide zinc chrome primer etc, complete all as specified and as directed. shown as drawing No. CEPZ/TD-354/09 sheet 1/3 to 3/3, complete all as specified and as directed by Engr-in-Charge.
Mild steel TMT bars (Fe-550D) 10mm dia & over in reinforcement cut to length bend to shape required, including cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engr-in-Charge.
Mild steel TMT bars (Fe-550D) upto 8mm dia in reinforcement cut to length bend to shape required, including cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engr-in-Charge.
Mild steel TMT bars 5mm to 10mm dia (Fe-550D) reinforcement in stirrups, spacers and binder cut to length bend to shape required, including cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engr-in-Charge.
Mild Steel Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and as directed by Engineer-in-Charge.
Framed work such as grills, grating ,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 manholes, watertanks and similar work conforming to Fe-290 Gde-E-165 complete all as specified and as directed by Engr-in-Charge.
MS work as in Y shape angle iron horn like of any shape as directed including cutting and welding to shape required drilling holes notching for wire etc fixed in position complete conforming to FE-410-O or FE-310-O complete all as specified and as directed by Engr-in-Charge.
Concertina coil, made to shape as dia exc 450 mm but not exceeding 600 mm put on top of wall in between 'Y' shape angle iron post and secured with necessary binding wire complete all as specified and as directed by Engr-in-Charge. (Note : Weight per RM as laid shall be fixed by Board of Offrs)
Galvanised. 2 stranded steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings, 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, stapples or steel pins, etc complete all as specified and as directed by Engr-in-Charge.
Rendering 10mm thick in cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:6) finished even and smooth without using extra cement complete all as specified and as directed by Engr-in-Charge
Rendering 15mm thick in cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified and as directed by Engr-in-Charge.
Rendering 15mm thick in cement plaster on other than fair faces of brick work or concrete surfaces in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified and as directed by Engr-in-Charge.
Rendering 5mm thick in cement plaster on concrete surfaces of ceilings in cement mortar (1:3) finished even and smooth without using extra cement complete all as specified and as directed by Engr-in-Charge
Rendering 5mm thick in cement plaster on concrete surfaces of walls, columns, fins etc., in cement mortar (1:4) finished even and smooth without using extra cement complete all as specified and as directed by Engr-in-Charge
Rendering 10mm thick in cement plaster on fair faces of brick work or concrete surfaces in cement mortar (1:4, with water proofing compound, WPC shall be measured and paid separately) finished even and smooth without using extra cement complete all as specified and as directed by Engr-in-Charge.
Raised pointing to random rubble masonry coursed or uncoursed brought upto course in cement mortar 1:4, complete all as specified and as directed by Engr-in-Charge.
20mm thick screed bed or bedding layer of mortar in CM 1:4 for laying floor finishes complete all as specified and as directed by the Engr-In-Charge.
15mm thick screed bed or bedding layer of mortar in CM 1:4 for laying floor finishes complete all as specified and as directed by the Engr-In-Charge.
10mm thick screed bed or backing layer of mortar in CM 1:3 for fixing tiles in vertical surfaces complete all as specified and as directed by the Engr-In-Charge.
Brushing neat cement slurry with 3.0 kg of cement per square metre complete all as specified and as directed by Engineer-in-Charge.
30mm Plain cement concrete (1:2:4), type B-1 (Nominal mix) (using 20 mm graded crushed stone aggregates) as in floors, finished even and fair, complete all as specified and as directed by the Engr-in-Charge.
50mm Plain cement concrete (1:2:4), type B-1 (Nominal mix) (using 20 mm graded crushed stone aggregates) as in floors, finished even and fair, complete all as specified and as directed by the Engr-in-Charge.
75mm Plain cement concrete (1:3:6), type C-1 (Nominal mix) (using 20 mm graded crushed stone aggregates) as in sub base to floors, finished even and fair, complete all as specified and as directed by the Engr-in-Charge.
75mm Plain cement concrete (1:4:8), type D-2 (Nominal mix) (using 40 mm graded crushed stone aggregates) as in sub base to floors, finished even and fair, complete all as specified and as directed by the Engr-in-Charge.
100mm Plain cement concrete (1:3:6), type C-2 (Nominal mix) (using 40 mm graded crushed stone aggregates) as in sub base to floors, finished even and fair, complete all as specified and as directed by the Engr-in-Charge.
75mm Plain cement concrete (1:2:4), type B-2 (Nominal mix) (using 40 mm graded crushed stone aggregates) as in plinth protection, finished even and fair, complete all as specified and as directed by the Engr-in-Charge.
75mm Plain cement concrete (1:3:6), type C-2 (Nominal mix) (using 40 mm graded crushed stone aggregates) as in surface channels, finished even and smooth without using extra cement, complete all as specified and as directed by the Engr-in-Charge.
Machine cut kota stone slab flooring, 18-20mm thick over cement screed bed, laid & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing, complete all as specified and as directed by Engineer-in-Charge.
All as per Srl item No.84 here-in-before but on vertical surfaces such as in riser, skirting etc. complete all as specified and as directed by Engineer-in-Charge.
Non Skid Tiles 400mmx400mmx7-8mm thick laid in floors with grey cement & jointed with white cement slurry mixed with pigment to match the shade of the tiles, complete all as specified and as directed by Engineer-in-Charge.
Glazed ceramic Tiles 450mmx300mmx6-7mm thick laid in vertical surfaces of skirtings/dados over 10mm thick backing in cement mortar 1:4 in grey cement & jointed with white cement slurry mixed with pigment to match the shade of the tiles, complete all as specified and as directed by Engineer-in-Charge.
Factory Made, Machine Pressed cement concrete Tiles 250mmx250mmx22mm thick laid, set & jointed with grey cement mixed with pigment to match the shade of the tiles as in roofs, complete all as specified and as directed by Engineer-in-Charge.
Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade of 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 plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and as directed by Engineer-in-Charge.
Preparation of new plastered surfaces of walls or concrete surfaces and applying two coat of cement based paint, complete all as specified and as directed by Engr-in-Charge.
Preparation of new plastered surfaces of walls or concrete surfaces and applying two coat of oil bound distemper, complete all as specified and as directed by Engr-in-Charge.
Preparation of new plastered surfaces of concrete surfaces in ceilings and applying two coat of oil bound distemper, complete all as specified and as directed by Engr-in-Charge.
Preparing of newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed by Engr-in-Charge.
Preparing of newly plastered surfaces of ceilings and applying three coats of white wash, complete all as specified and as directed by Engr-in-Charge.
Preparation of new or previously untreated wooden surfaces of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by Engr-in-Charge.
Preparation of new or previously untreated steel or iron Surfaces of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red-oxide primer complete all as specified and as directed by Engr-in-Charge.
Roof treatment of concrete slabs including cleaning new concrete surfaces of all rubish and loose materials with brooms and washing clean with water, applying a layer of cold bitumen based primer@ 0.4Litres/Sqm, brushing bituminous 85/25 layer @ 1.2Kg/Sqm, laying with torch application method APP modified membrane with non woven polyster reinforced mat of central core with thermal insulation of white mineral of weight not less than 3.5Kg/Sqm and thickness not less than 3mm upon which applying two coats of Aluminium Paint, complete all as specified and as directed by Engr-in-Charge.
Applying two component elastomeric acrylic polymer modified cementitious waterproofing coating, SmartCare Ultra Block 2K or approved equivalent, having >220 % elongation as per ASTM D 2370, resisting 5 bars hyrostatic pressure as per DIN 1048, reduction to rapid chloride shall be 70 as per DIN 1048, crack bridging upto 3.5 mm as per EN 1062. The coating shall have food grade certificate from laboratories like CFTRI. The mixing ratio of the coating shall be 2 parts of powder & 1 part of liquid without any water addition in the mixing, etc., complete as per manufacturers specifications. Minimum consumption shall be 2kg/sqm. Supply and applying bond coat application mix AP SC Repair Polymer and cement in ratio of 1:1. Brush apply 1 or 2 continuous coat of mix and ensure minimum consumption shall be 0.2kg/sqm, complete all as specified and as directed by Engr-in-Charge.
3mm thick Sheet glass ordinary quality and glazing with oil putty in squares not exceeding 0.5 Sqm each pane, complete all as specified and as directed by Engr-in-Charge.
Vitreous china Water closet pedestal pattern with seat cover white including Pedestal pan and trap, connection to drain (or outgoing pipe) and to flushing pipe, anti -syphonage pipe, complete all as specified and as directed by Engr-in-Charge.
PVC low level flushing cistern 10 litres capacity, valve less, symphonic action type with float, handle including 32mm dia PVC flush pipe of polyethylene of low or high density & bracket etc., complete all as specified and as directed by Engr-in-Charge.
Vitreous china wash hand basin, white , flat back, size 550 x 400 mm with brackets, including cutting for and pinning in ends of brackets or erecting on stand, complete all as specified and as directed by Engr-in-Charge.
Rotational moulded polyethylene water storage tanks of 500 litres capacity,(cylindrical vertical with closed top) with plastic lid cover, triple layered, white, hoisted and fixed in position all as specified in SSR Part-I including PTMT Ball valves high pressure with epoxy coated Aluminium rod & high density plastic ball complete, screwed for iron pipe or brass ferrule and fixed for 20 mm bore pipe, including making connections complete all as specified and as directed by Engr-in-Charge.
PVC (SWR) pipe 75mm dia as in weep holes complete all as specified and as directed by Engr-in-Charge.
150mm bore RCC NP3 drain pipe, laid in trenches and jointed in cement mortar, complete all as specified and as directed by Engr-in-Charge.
Plain cement concrete (1:4:8) type D-2 (Using 40mm graded crushed stone aggregate) as in bed to 150mm bore drain pipes including packing under hunching against the sides of pipes after they are laid and tested, complete all as specified and as directed by Engr-in-Charge.
GI pipe medium grade with fittings (ISI Marked) fixed to walls, ceilings or laid in floors all as specified and directed of the 20 mm bore of pipe, complete all as specified and as directed by Engineer-in-Charge.
GI pipe medium grade with fittings (ISI Marked) fixed to walls, ceilings or laid in floors all as specified and directed of the 15 mm bore of pipe, complete all as specified and as directed by Engineer-in-Charge.
Chromium plated brass Towel rail fancy type 20mm dia 'D' type 60cm longbetween flanges complete all as specified and as directed by Engineer-in-Charge.
Bib tap cast copper alloy, chromium plated fancy type with long body screwed down, high pressure with crutch or butterfly handle of weight not less than 450gms for iron pipe or brass ferrule and fixed to pipe 15 mm bore complete all as specified and as directed by Engineer-in-Charge.
Low density polythene pipe connections 600mm long suitable for connecting to 15mm bore GI pipe including PTMT nuts on both ends, complete all as specified and as directed by Engineer-in-Charge.
Shower Rose swivel type chromium plated cast copper alloy fancy type 125mm sizehaving 175mm long neck made to shape of weight not less than 350gms, suitable for pipe 15 mm bore steel pipe or union, complete all as specified and as directed by Engineer-in-Charge.
Gun metal globe or gate valve 20mm dia, with iorn wheel head screwed both ends and fixed to pipe 15 mm bore complete all as specified and as directed by Engineer-in-Charge.
Angle valve cast copper alloy,half turn Chromium plated Fancy type, screwed down, high pressure with crutch or butterfly handle with long shank and cup screwed both ends of weight not less than 450gmsfor iron pipe or brass ferrule and fixed to pipe 15 mm bore complete all as specified and as directed by Engineer-in-Charge.
Mild steel powder coated peg set of six, as per sample approved by GEcomplete all as specified and as directed by Engineer-in-Charge.
Concealed type Stop cock cast copper alloy, half turn Chromium plated Fancy type, screwed down, high pressure with crutch or butterfly handle with long shank and cup of weight not less than 450gms for iron pipe or brass ferrule and fixed to pipe 15 mm bore complete all as specified and as directed by Engineer-in-Charge.
Stack clamps made out of flat iron 50mm x 5mm and 16mm dia round iron stays including bolts and nuts and securing ends of stays to walls or roof for 75mm bore pipes, complete all as specified and as directed by Engineer-in-Charge.
UPVC (SWR) pipe type ‘B’ 110 mm bore, single socketed in any length with rubber ring joints, laid in trenches or in floor, complete all as specified and as directed by Engr-in-Charge.
UPVC (SWR) pipe type ‘B’ 75 mm bore, single socketed in any length with rubber ring joints, laid in trenches or in floor, complete all as specified and as directed by Engr-in-Charge.
UPVC (SWR) plain bends for 75 mm bore, complete all as specified and as directed by Engineer-in-Charge.
UPVC (SWR) bends with access door 75mm bore, complete all as specified and as directed by Engineer-in-Charge.
UPVC (SWR) plain bends for 110 mm bore, complete all as specified and as directed by Engineer-in-Charge.
UPVC (SWR) bends with access door 110mm bore, complete all as specified and as directed by Engineer-in-Charge.
UPVC (SWR) 75 mm branch piece single (single ‘Y’) equal or unequal, complete all as specified and as directed by Engineer-in-Charge.
UPVC (SWR), junction single (single ‘T’) with acess door equal or unequal for 75 mm bore, complete all as specified and as directed by Engineer-in-Charge.
UPVC (SWR), junction single (single ‘T’) with acess door equal or unequal for 110 mm bore, complete all as specified and as directed by Engineer-in-Charge.
UPVC (SWR) vent cowl for 75 mm bore, complete all as specified and as directed by Engineer-in-Charge.
UPVC (SWR), single reducer of size 110mm x 75 mm bore, complete all as specified and as directed by Engineer-in-Charge.
Cast iron cover for gully trap of size 300mm x 300mm, medium weight complete all as specified and as directed by Engineer-in-Charge.
Salt glazed stone ware gully traps, square or bell mouthed type 150mmx150mm including excavation and earth work, set in PCC block of M-10 (Nominal Mix) measuring 450mmx450mm and cast iron grating including jointing in cement mortar 1:1, complete all as specified and as directed by Engineer-in-Charge.
UPVC (SWR) floor trap plain with grating having diameter of outlet 75mm including jointing with solvent cement to waste pipe fixed in cement concrete type B-1 (1:2:4), complete all as specified and as directed by Engr-in-Charge.
E/M ITEMS Point wiring for one light point / fan point controlled by one switch with 1.5 Sqmm 2 single core PVC insulated unsheathed, FRLS , multistranded copper conductor cable (red, yellow & blue colour) in and including non metalic rigid PVC concealed conduit ISI marked, not less than 20mm dia, medium duty with all necessary fittings such as tee, elbow, socket including modular sunken steel boxes of required sizes including modular white cover plates with frame for mounting switches sockets etc including FRLS PVC insulated unsheathed multistranded copper conductor cable of size 1.5 Sqmm (green colour) as continuous earth wire and connecting to earth dolly, and making good to distrubed surfaces of wall/floor to match to existing finishes etc complete all as specified and directed. Note: The unit rate quoted include the cost of cutting chases in surfaces for conduits and fixing of modular sunken steel boxes of required sizes including modular white cover plates with frame and making good the disturbed surfaces to match the existing surfaces complete all as specified and as directed by Engineer-in-Charge.
All as per serial item No. 139.00 here in before but for one 3/5 pin 5 amps socket outlet on independent board, complete all as specified and as directed by Engineer-in-Charge.
All as per serial item No. 139.00 here in before but for one call bell point, complete all as specified and as directed by Engineer-in-Charge.
All as per serial item No. 139.00 here in before but for one light point controlled by two way switches, complete all as specified and as directed by Engineer-in-Charge.
All as per serial item No. 139.00 here in before but for one 15 Amp independant socket outlet using 2.5 Sqmm FRLS PVC insulated unsheathed multi-strand copper conductor cable drawn (red, yellow & blue) through & including non metalic rigid PVC concealed conduit (ISI marked) not less than 20mm dia, medium duty with all necessary fittings & accessaries including modular sunken steel terminal boxes of required sizes including modular white cover plates with frame for mounting switches, sockets etc., including FRLS PVC insulated unsheathed multistranded copper conductor cable of size 2.5 Sqmm (green colour) earth wire connected to earth dolly complete all as specified and as directed by Engineer-in-Charge.
Modular switch 01 way 6A, 1 module (ISI marked). complete all as specified and as directed by Engineer-in-Charge.
Modular switch 02 way 6A, 1 module (ISI marked). complete all as specified and as directed by Engineer-in-Charge.
Modular Socket outlet, 6A-2/3 pin combined 2 module, (ISI marked), complete all as specified and as directed by Engineer-in-Charge.
Modular Bell push switch 01 way 6A, 1 module (ISI marked). complete all as specified and as directed by Engineer-in-Charge.
Call Bell Ding Dong, Single Pole, AC 230 volts, complete all as specified and as directed by Engineer-in-Charge.
Modular switch 01 way 16A, 1 module (ISI marked). complete all as specified and as directed by Engineer-in-Charge.
Modular Socket outlet, 6A/16A -2/3 pin combined 2 module, (ISI marked) , complete all as specified and as directed by Engineer-in-Charge.
Modular fan regulator 120 Watt, 2 module step type, complete all as specified and as directed by Engineer-in-Charge.
Modular Ceiling rose, 3 phase PVC / polycarbonate, isolated body complete all as specified and as directed by Engineer-in-Charge.
Modular Lamp holder, PVC/Polycarbonate type with back plate suitable for batten fittings complete all as specified and as directed by Engineer-in-Charge.
Self ballast LED retrofit Lamp with PVC body and PC Diffuser 9 watt 230 Volt 6500K complete all as specified and as directed by Engineer-in-Charge.
LED tube light fittings (4 feet long), wall mounted 1x20 watt 6500K, Decorative ultra slim square profile LED lighting fixture with extruded polycarbonate, environmental friendly, energy efficient with all accessories and making connection using 2 core, 0.50 Sqmm PVC insulated and overall sheathed flexible copper conductor cable from ceiling rose/PVC connector to light fitting and testing etc complete all as specified and as directed by Engineer-in-Charge.
LED Building light fitting 35 Watt 230 V AC outdoor type with high pressure die cast aluminum housing 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 as directed by Engineer-in-Charge.
LED tube light Fitting 1 x 10 Watt Smart Bright extruded aluminium batten available in 2 ft run length with multiple lumen packages and suitable for surface, wall & conduit mounting with accessories complete all as specified and as directed by Engineer-in-Charge.
LED light fitting 1x9W/1X10W bulk head luminaires including LED light driver holder connecting up with three core flexible copper conductor cable of suitable size, complete all as specified and as directed by Engineer-in-Charge.
Flush mounting factory made SPN DBs Double door IP-43 protection, IK-09 with Metal door with neutral bar,Earth Bar and cables ties for cable menagement fully insulated bus bar 8 way, complete all as specified and as directed by Engineer-in-Charge.
Flush mounting factory made SPN DBs Double door IP-43 protection, IK-09 with Metal door with neutral bar,Earth Bar and cables ties for cable menagement fully insulated bus bar 4 way, complete all as specified and as directed by Engineer-in-Charge.
MCB single pole and neutral, 32 to 40 Amps, 240 volts, B-series complete all as specified and as directed by Engineer-in-Charge.
MCB single pole 6 to 32 Amps, 240 volts, B-series complete all as specified and as directed by Engineer-in-Charge.
Earthing complete with galvanized mild steel earth plate electrode 60cm x 60cm x 6mm thick buried directly in ground (earth pit not less than 2.25 meters below ground level) with top edge of earth plate not less than 1.5 meters below ground level connected to galvanized earth wire 4.00 mm dia by means of nuts, bolts, thimbles, chuck nuts, washers of GI or steel, PCC (concrete chamber of size 300 mm x 300 mm x 300 mm inside dimension) shall be PCC 1:3:6 type C-1 using 20mm graded stone aggregate with fair finish , internal surface of concrete chamber shall be given 15mm thick plaster in CM 1:4, funnel with wire mesh of 22 gauge, 80 mm thick PCC pit cover 320 mm x 320 mm of RCC 1:2:4 type B-1 using 20 mm graded stone aggregate reinforced with XPM, JALLI pit shall be filled with charcoal dust and common salt all as shown in electrical plate No 3 of MES SSR Part-I (2009) as specified including provision of 15mm dia light grade GI pipe for earth wire protection and 20 mm dia for watering complete , all excavation and earth work & connecting the earthing to an earthing test point / main switch board as specified and testing on completion complete all as specified and as directed by Engineer-in-Charge.
Earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required 4 mm dia GI Wire to connected building earthing to MCB DB Box complete all as specified and as directed by Engineer-in-Charge.
Heavy duty exhaust fan of 300 MM sweep,Turbo Force SP (Heavy duty ) single phase 230/240 Volts,, AC supply, 1400 RPM complete and making holes with louvered shutters including mounting frame and connecting the fan to celing rose including provision of three core flexible copper conductor cable of size 1.5 Sqmm copper including to inside out surface & white wash etc with not less than 0.5m long to connection, complete all as specified and as directed by Engineer-in-Charge.
Brush less direct current motor (BLDC), Ceiling fan with blades and down rod, suitable for working on fan regulator 230 volts, 1200mm sweep, minimum air delivery 210 CFM with service value 6.00 BEE, 5 Starrated, complete all as specified and as directed by Engineer-in-Charge.
Air Circulator Metal Body Wall mounted fan 230 volts single phase oscillating 450 mm sweep, complete all as specified and as directed by Engineer-in-Charge.
Supply, installation, commissioning and testing of 25 Litres capacity water heating system, storage type (GEYSER) ISI maked, electrical single phase, 230 volts, 50 Hz, BEE 5 star energy saving rated having stainless steel tank, metallic body and including making electric connection and grouting of bolts Pipe connections etc. as required at site, complete all as specified and as directed by Engineer-in-Charge.
LED high beam revolving auto swivel search light luminaries 200 W with LED efficiency 130 lm/w and to be installed on rotating disc of revolving mechanism with suitable motor & speed reduction unit and design such to rotate 360 degree continuously over the night in horizontal plane. a seperate wall mounted wired control panel consist of MCB, V-METER, FUSE, LED indicators, speed controller ( 1 t 10 RPM) Reverse-forward & auto, manual push buttons for smooth & safe operation remotely. The revolving mechanism is fully coverd with wheather & rust proof fiber box with maintenance window/door and provision of 04 nos foundation holes at bottom for proper installation Make Kalin Cat Part No MRSL-LRFLL-25PC20 or equivalent, complete all as specified and as directed by Engineer-in-Charge.
GI pipe medium grade with fittings laid in trench all as specified and directed of the 25 mm bore of pipe, complete all as specified and as directed by Engineer-in-Charge.
GI pipe medium grade with fittings laid in trench all as specified and directed of the 20 mm bore of pipe, complete all as specified and as directed by Engineer-in-Charge.
Stop/gate valve cast copper alloy, screwed down, high pressure with crutch or butterfly handle screwed both ends for iron pipe or brass ferrule and fixed to pipe 20 mm bore complete all as specified and as directed by Engineer-in-Charge.
Stop/gate valve cast copper alloy, screwed down, high pressure with crutch or butterfly handle screwed both ends for iron pipe or brass ferrule and fixed to pipe 25 mm bore complete all as specified and as directed by Engineer-in-Charge.
Cutting of existing GI pipe dia. 50/25 mm in position for insertion of new GI tee of 50x50x25 mm size for branch connection including threading, fittings,fixing complete with all fittings, complete all as specified and as directed by Engineer-in-Charge.
Street light fitting 60 Watt, RAPTOR PRO Street lights are aerodynamically designed for all weather conditions with excellent thermal management, made up of pressure die cast housing with toughened glass and high power LED's with secondary optics and IP66 protection. 10 KV SPD included, Efficacy ≥110/120 LPW including provn of necessary connection, complete all as specified and as directed by Engineer-in-Charge.
Steel tubular swaged poles complete with cast iron base plate, finial taperplug, bolts, nuts and screws as 410 SP-31 (9.0 meter long) including painting by synthetic enamel paint silver colour Two coat over the Steel tubular swaged pole, complete all as specified and as directed by Engineer-in-Charge. NOTE:- Earth Work and PCC for the Same will be measured paid under respective item of Schedule.
SMC Pole mounted box of size 250mmx200mmx100mm with hinged door including Clamp, nuts, bolts and washers, Make:- Syntex or equivelent of Hansel / Press fit complete all as specified and as directed by Engineer-in-Charge. including follwing accessories: (a) MCB SP 10 Amp, 10 kA 'B' Series mounted on din rail-1 No. (b) Connector block suitable for 3ph, 4 wire min 25 Sqmm cable-1 No
GI pipe Bracket of 40 mm dia light grade pipe bend to shape of approx length 1.5 Mtr including 2 no. MS Clamp of flat iron size 40x6 mm complete with nut, bolt, washers, complete all as specified and as directed by Engineer-in-Charge.
Earthing complete with galvanized steel earth plate 600x600x6 mm thick buried directly in ground (earth pit not less than 2.25 Mtr deep below normal ground level) with top edge of plate not less than 1.5 Mtr below normal ground level connected to galvanised wire 4 mm dia as earthing lead by means of check nuts and washer of galvanized iron or steel including 40 mm dia GI pipe light grade upto 1.5 mtr below ground level for protection pipe ,excavation and earth work charcole dust, common salt PCC 1:3:6 type C-I using 20 mm stone aggregate for chamber and MS angle iron frame 40x40x3mm and RCC cover 40 mm thick (1:2:4) type BI using 20 mm graded stone aggregate reinforced with 8 mm dia TMT bars @ 75 mm c/c both ways with MS handle 12 mm dia, round ,PGI funnel and wire mesh, 20 mm dia GI pipe light grade for watering all as shown in Plate no 3 of SSR Part I of 2009 and connected to earth test point incl testing, complete all as specified and as directed by Engineer-in-Charge. Note :- Cost of earthing strip & GI Wire 4 mm up to 7.5 m shall be included in cost of above item.
XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 50 Sqmm, 3.5 core, complete all as specified and directed by Engr-in-Charge. Note: Wherever cable fixing/connection, suitable thimble should be used as per site situation.
All as per item No 180 here in before but cross-sectional area 25 Sqmm, 3.5 core
All as per item No 180 here in before but cross-sectional area 16 Sqmm, 2.0 core
All as per item No 180 here in before but cross-sectional area 10 Sqmm, 2.0 core
Sand filling in cushioning bed of cable and consolidation complete all as specified and as directed by Engineer-in-Charge.
Fly Ash bricks old size bricks, laid over sand Cushioning laid at right angle along with cable, complete all as specified and as directed by Engineer-in-Charge.
Three core flexible copper conductor cable of size 1.5 Sqmm all as required, drawn into PVC conduit Pipe fixed to Pole Box to security light connections, complete all as specified and as directed by Engineer-in-Charge.
GI Pipe light grade 40 mm bore for cable protection, complete all as specified and as directed by Engineer-in-Charge.
LED flood light 100 watt 230 V AC outdoor type with thermal management in multiple optics and equipped with IP66 protection, with impact and corrosion resistant with driver and lamp, complete all as specified and as directed by Engineer-in-Charge.
Supply Installation Testing and Commissioning of LT Panel box size (1.30 x 1.20 x 0.60 Mtr) having thickness of 3.15 mm Out Door type and MS angle section 50x50x6 mm mounted on PCC 1:2:4 type B-1 Platform 60 cm above and 45 cm below the ground level with Both side openable double door system and cable entry from bottom side completely vermin proof suitable for 3 phase 4 wire 415 Volt, 50 Hz, powder coated painting provided with suitable gasket to make it dust/vermin proof and general construction confirming to IS:8623/93 duly approved by CPRI, complete all as specified and as directed by Engineer-in-Charge.
Incomming :- (a) MCCB , 160 Amps, 4P, 415V,16 KA - 01 Each, Aluminium busbar of capacity 415 Amps - Set of Four.
Outgoing :- (a) MCCB, 63 Amps, 4P, 415V, 10 KA- 02 Each, (b) MCCB, 32 Amps, 2P, 10 KA -02 No
(c) Digital Ammeter 0-200 Amp with suitable CTs and selctor switch- 01 No
(e) Indicator lamps (LED type) showing R,Y,B phases - 01 Set
(f) Internal panel wiring with suitable multistranded copper conductor PVC insulted and seathed FRLS complete with copper thimble/lugs
Note : Necessary foundation in PCC 1:3:6 (40 mm graded aggregate) Type C2 for foundation of angle iron legs frame work complete deemed to be included in the item rate and no extra payment will be made
Automatic street light Time switch using Nature Switch for automatic switching of street lights based on LUX level of natural light the sensor (nature switch) along with suitable power contactors and MCBs (Input-output) should be enclosed in pole/wall mountable enclosure made of rust proof, Electric shock proof, termite proof and FR grade SMC junction box (sintex make) conforming to IP 54.the contactor,MCBs and copper circuit wiring (min.16sqmm) should enough to take: three-phase load of 12KW;contactor Rating 80Amps; MCB(SPN) Rating 80Amps, complete all as specified and as directed by Engineer-in-Charge.
M/S GUPTA CONSTRUCTION CO. (BID ID -3474411)
GUPTA CONSTRUCTION (BID ID -3474596)
DES RAJ NAGPAL CONTRACTORS PVT.LTD (BID ID -3474572)
SHARMA CONSTRUCTION COMPANY (BID ID -3474322)
J.R.G CONSTRUCTIONS (BID ID -3474522)
M/s Khajuria Construction Co. (BID ID -3473538)
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