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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.8 LAccepted-AOC NEW JAIL ROAD UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹17.4 L+₹1.7 L (10.5%)Rejected-Finance | L2 | Rejected-Finance BEING NOT LOWEST BIDDER | |
| 3 | L3₹18.0 L+₹2.2 L (13.8%)Rejected-Finance | L3 | Rejected-Finance BEING NOT LOWEST BIDDER |
Tender Value
₹16.6 L
EMD Value
₹33,300
Closing Date
28 Feb 2024, 6:00 pmClosed
Col Sachin Sharma CWE
Military Engineer Services, Commander Works Engineer, Udhampur, PO - Garhi, Udhampur-182121
PROVN OF ARBORICULTURE AND LANDSCAPE LIGHTING FOR KLP (PHASE-II) OF NORTHERN COMMAND SIGNAL REGIMENT UNDER GE (SOUTH) UDHAMPUR
2024_MES_639847_1
CWE/U(S)-82/23-24
Open Tender
Civil Works
Item Rate
365 days
Udhampur
As per NIT
6 documents required · 6 mandatory
₹500
GE (SOUTH) UDHAMPUR
₹33,300
9 Apr 2024
31 Jan 2024
4 Mar 2024
31 Jan 2024
28 Feb 2024
15 Feb 2024
31 Jan 2024 - 9 Feb 2024
Amount
M&L for digging a trench of dia 0.45 m, depth 0.45 m (Minimum) and refilling with good soil and cattle manure in the ratio of 4:1, mixing, levelling, racking, supply and planting of BOTTLE PALM (3-4 feet tall) and maintenance by regular watering, dewatering, de-weeding, cutting/ shaping adding fertilizer for a period of twelve months (Period of completion of work) complete all as specified and directed.
M&L for digging a trench of dia 0.45 m, depth 0.45 m (Minimum) and refilling with good soil and cattle manure in the ratio of 4:1, mixing, levelling, racking, supply and planting of ASHOKA TREE (3-4 feet tall) and maintenance by regular watering, dewatering, de-weeding, cutting/ shaping adding fertilizer for a period of twelve months (Period of completion of work) complete all as specified and directed.
M&L for digging a trench of dia 0.45 m, depth 0.45 m (Minimum) and refilling with good soil and cattle manure in the ratio of 4:1, mixing, levelling, racking, supply and planting of DURANTA (10 inch to 12 inch) and maintenance by regular watering, dewatering, de-weeding, cutting/ shaping adding fertilizer for a period of twelve months (Period of completion of work) complete all as specified and directed.
Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts 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 as directed.
Welded steel wire fabric mesh weight not exceeding 4 Kgs per sqm fixed to wood or steel members complete all as specified and as directed.
Surface dressing not exc. 15 cm deep and getting out in any type of soil complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and n.exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying cables/pipes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth in and getting out in any type of soil, complete all as specified and as directed.
Plain cement concrete (1:4:8) type D2 using 40mm graded stone aggregate as in foudation, filling and mass concrete all as specified.
Walling of random rubble stone masonry uncoursed, with best quality locally available harder stones such as granite, trap, basalt, trap, basalt stone etc, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed.
Pre-cast plain cement concrete (1:3:6), type C-1 (using 20 mm graded crushed stone aggregates) as in bond stones and in similar works set in cement mortar 1:6, including necessary form works, complete all as specified and directed.
Plain cement concrete 1:2:4 type B-1 using 20mm graded aggregated stone aggregates as in lintels upto 1.50 metre 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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary form works complete all as specified and as directed.
Flush pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:4, complete all as specified and as directed.
Extra over stone walling of granite, trap or basalt stone for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dressed surface n exc 40mm, complete all as specified & directed.
Hardcore of broken stone or boulder 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.
100mm thick PCC 1:4:8 Type D2 using 40 mm graded stone aggregates complete all as specified and as direceted.
Sand cushioning bed (filling under floors) including spreading, levelling & watering if required, complete all as specified and directed.
Factory made, Machine pressed / vibro mechanically floated coloured interlocking cement paver block ISI marked, glossy finish any shape and size conforming to IS 15658-2006 of 80mm thickness, M-40 Grade, with topping of cement with imported pigment, Shape shall be approved by Engr-in-Charge complete all as specified and directed.
Excavation over areas not exc 1.5m deep and getting out in any type of soil complete all as specified.
40 mm thick, Plain cement concrete (1:2:4) type B-1 (using 20mm graded crushed stone aggregates) as in floor finishes, even and smooth without using extra cement, complete all as specified and as directed.
Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and as directed.
RCC 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. Note: Design/Sectional detail of RCC structure shall be decided by Engr-in-Charge as per ground requirement.
TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire (annealed not less than 0.9mm dia), complete all as specified and as directed.
TMT mild steel bars, 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding with and including MS wire (annealed not less than 0.9mm dia), complete all as specified and as directed.
Brick work with old size sub class 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4, complete all as specified and as directed.
Supply only liquid water proofing compound, complete all as specified & directed.
75 mm thick plain cement concrete 1:3:6 type C-1 (using 40mm graded crushed stone aggregates) as in plinth protection concrete surface finished even and smooth without using extra cementcomplete all as specified and as directed.
Glazed ceramic tiles in vertical surface 300x 200x 7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match the surface over & including 15 mm thick rendering in CM (1:3) complete all as specified and as directed.
Non skid, coloured, ceramic jointfree/rectified tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm in floors etc, set and jointed in neat cement slurry and pointed in coloured cement to match over and including 15 mm thick screed bed or bedding layer in cement mortar 1:4, complete all as specified and as directed.
Supply only stainless steel bench (03 seater) of size 1.8mx0.60x0.80m height minimum weight 26Kg, complete all as specified and as directed.
Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out in any type of soil, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface, complete all as specified and as directed.
Plain cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundations filling and mass concrete complete all as specified and directed.
MS work in tubular trusses including cutting tips to shapes as directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh) including all necessary holes, notching for wire etc, flat iron fillets (for securing wire mesh) including necessary drilling, bolting or riverting etc and similar work conforming to Fe 290 Gde E-165 complete all as specified and directed.
Rolled mild steel in plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe 410-W, de E-250 Quality 'A', complete all as specified and as directed.
Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and as direceted.
Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and as direceted.
Preparation of new steel and iron surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over a coat of red oxide/zink chrome primer complete, complete all as specified and as directed.
Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil, complete all as specified and as directed.
Removing excavated material (soils) to a distance not exceeding 250m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed.
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete, complete all as specified and as directed.
Single phase monoblock submesible pump set of capacity 2 HP including DOL starter for fountain and for gardening sprinkle system, complete all as specified and as directed.
Water proof circular fountain lights 12 Watt LED light body material stainless steel colour temp range 2700-3000 K to be fixed in fountain nozzle of 25mm dia with 3 core 1.5 sqmm wire 1.5 m in length, complete all as specified and as directed.
Water proof circular fountain lights 5-10 Watt LED light made of stainless steel with 5mm clear toughned glass and main supply cable 3 core 1.5 sqmm wire 1.5 m in length, complete all as specified and as directed.
Adjustable jet straight fountain nozzle valve brass crome plated sprinkle head of size 25mm, complete all as specified and as directed.
50mm bore galvanised steel water tubing medium grade (ISI Marked) with and including all fittings and fixed complete to walls and or laid under floors etc complete all as specified and as directed.
Gun metal globe of gate valve with iron wheel head, screwed both ends of size 50mm, fixed complete all as specified and as directed.
Gun metal globe of gate valve with iron wheel head, screwed both ends of size 40mm, complete all as specified and as directed.
40mm bore galvanised steel water tubing medium grade (ISI Marked) with and including all fittings and fixed complete to walls and or laid under floors etc complete all as specified and as directed.
20mm bore galvanised steel water tubing medium grade (ISI Marked) with and including all fittings and fixed complete to walls and or laid under floors etc complete all as specified and as directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed.
Earthing complete with galvanized steel earth plate electrode 60 cm x 60 cm x 6mm thick buried directly in ground, (Earth pit not less than 2.25 mtr deep below ground level) with top edge of plate not less than 1.5 m below normal ground level, connected to and including 4mm dia galvanized iron wire lead by means of bolts, nuts, check nuts and washers of galvanized standard iron or steel all as specified or indicated in electrical plate No 3 of MES Part-I, including testing on completion including the material and labour and taking out old unserviceable earthing of the following :- (a) Excavation and earth work for drilling hole for electrode in any type of soil. (b) PCC pit in cement concrete 1:2:4 type B-1. (c) Precast RCC cover with suitable handle 40 mm thick in PCC 1:2:4 type B-1, reinforced with welded steel wire fabric weighing not less than 1.87 Kg/Sqm. (d) Funnel with watering pipe of GI 20 mm nominal bore medium grade and copper lugs etc all as specified.
Srl item No 50 Contd … (e) 15 mm nominal bore light grade GI protection pipe 7.5 mtr long for protection of earthing lead from mechanical injury or tempering. (f) Requisite quantity of common salt and charcoal. (g) Testing of earthing. Note : On testing after completion of earthing, if the desired earth resistance is not obtained, the earthing will be re-done by the contractor at his own risk and cost to the entire satisfaction of the Engineer-in-Charge.
Supply, laying and testing of XLPE insulated sheathed armored heavy duty LT 1100 Volts grade cable with aluminum conductors laid in trenches/pipe, fixed to poles, walls of size 6 sqmm 2 core, complete all as specified and as directed.
Sheet metal enclosures for distribution board when MCB to be used SPN 04 way with IP-43, IK-09 protection 240V with 200 Amps rated bus bar, double door type including cutting chases in walls for fixing DBs making good the distubed surfaces to match with existing specifications, complete all as specified and as directed.
8 watt LED garden light with one meter pole with PCC foundation having difusser complete with all accessories internally prewired and including connecting up with suitable size twin core twisted flexible copper conductor cable with complete all as specified and as directed.
Thermoplastic cable junction boxes for 6 sqmm cable of size 139x 119x 70 with two terminal and mounting it on the poles / pipes for garden lights with IP-55 protection with membrances and terminals for cable entry with all suitable supports clamps nuts and washers complete all as specified and as directed.
Sub class ‘B’ old size well burnt bricks, laid flat in trenches as protection to cable, complete all as specified and as directed.
Point wiring with 1.5 Sqmm PVC insulated, unsheathed (FRLS) cable with multi stranded copper conductor wiring in and including PVC concealed conduit medium grade (ISI marked) 20mm dia and over, wall thickness not less than 2.00 mm thick , and all accessories for one light /fan/ bell controlled by one switch with 1.25mm thick pressed steel terminal anodized box concealed on walls, 3mm laminated plastic sheet cover for mounting of switches, socket outlet, regulator etc or suitable for switches, socket outlet, regulator etc , fixed by suitable size of 4 Nos cadmium screws along with PVC insulated and unsheathed FRLS 1.5 Sqmm multistrand copper conductor earth wire connected to common earth and earth dolly, complete all as specified and as directed.
Time switch 230Volts single phase, 20 Amps rating with connector fitted inside steal enclosure, complete all as specified and as directed.
MCB SP, 10 to 40 Amps, 240 Volts, rupturing capacity 10 KA "C" Series including providing aluminuium thimbles for outgoing cable, complete all as specified and as directed. Note : The exact capacity of MCB shall be as directed by Engr-in-Charge.
MCB SPN, 63 Amps, 240 Volts, rupturing capacity 10 KA "C" Series including providing aluminuium thimbles for outgoing cable, complete all as specified and as directed. Note: Make of MCB and DB shall of same make for all connected items.
VIRINDER SINGH
RAJ MOHD
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