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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.6 LAccepted-AOC H NO 13149 STREET NO 3 SHIV COLONY BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | 1 | Accepted-AOC L1 | |
| 2 | 2₹20.2 L+₹56,643 (2.89%)Rejected-Finance | 2 | Rejected-Finance Not Lowest | |
| 3 | 3₹20.4 L+₹80,350 (4.09%)Rejected-Finance ASHAA BHAVAN RAMNAGAR NAKA FAIZABAD | AYODHYA | UTTAR PRADESH | 224001 | 3 | Rejected-Finance Not Lowest | |
| 4 | 4₹21.4 L+₹1.8 L (9.19%)Rejected-Finance | 4 | Rejected-Finance Not Lowest |
Tender Value
₹21.0 L
EMD Value
₹42,000
Closing Date
1 Apr 2021, 6:00 pmClosed
Garrison Engineer Abohar
Garrison Engineer Abohar Pin-152116
Provn of pathway with interlocking tiles, parking shed and other sanctioned works at Mil Stn Abohar
2021_MES_427568_1
GE ABH-56/20-21
Open Tender
Civil Works
Item Rate
180 days
Abohar Mil Stn
MES Registered Contractor enlisted in class E Category a (i) having deposited standing security of Rs 50000 with departments. Contractors not registered in MES should meet the MES enlistment criteria corresponding to appropriate class and category
5 documents required · 5 mandatory
₹500
Garrison Engineer Abohar
₹42,000
Yes
17 May 2021
4 Mar 2021
3 Apr 2021
4 Mar 2021
1 Apr 2021
19 Mar 2021
Amount
SCHEDULE 'A' SECTION I (B&R Portion)
S&F for solid PVC wall lining consisting of 5mm thick plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specifications and drawing.
S&F 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on to wall to make PVC frame as per specification and drawing.
S & F anodised aluminium frame for doors, windows/Ventilators and partitions, with one or more rebate including joining cleat for fixing etc incl all fitting complete all as specified and directed by Engr-in-charge.
S & F 9mm thick prelaminated particle board ,exterior grade,prelaminated on both sides with decorative choice lamination ,complete all as specified and directed by Engr-in-charge.
S & F 5.50 mm thick sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sqm in each pane.
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out on soft or loose soil
M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface with broken bricks
M&L for PCC 1:4:8, Type D-2, 100 mm thick as in sub base all as specified.
M&L for Machine pressed precast concrete coloured with grey cement and pigment interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade complete all as specified and directed.
M&L for 50mm thick layer of Fazilka sand cushioning under interlocking paving block flooring all as specified and directed.
M&L for Brick work using fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
M & L for rendering 15 mm, thick on brick work or concrete surface in CM 1:6, finishing even and smooth without using extra cement, all as specified and directed by Engr- in- charge.
Removing excavated material exc 250M but n.exc 500m and depositing where directed at a level n.exc 1.5M above the starting point.
Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m deep and getting out in soft /loose soil.
Returning , filling in, incl spreading leveling, watering and well ramming in layers n.exc 25cm in soil
Removing excavated materials n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting points in soil
M & L for cement concrete 1:4:8, type D 2, using 40 mm .graded stone aggregate in foundation.
M&L for two coat of cement base paint over a coat of alkali resistant cement primer on newly plastered surface including preparation of undecorated surface complete all as specified and as directed
S & F framed work such as grills, cooler stand ,ladder grating and sun shed 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; frame work or water tanks and similar work conforming to Fe 410-0 or Fe 310-0 all as specified .
M&L for Preparation of new or previously untreated surfaces of steel or steel based materials of any description not other wise described, over 10cm width or girth and applying one coat of red oxide primer and two coat of synthetic enamel paint, complete all as specified and as directed.
Taking down cement plaster/dado on brick wall including racking out joints, hacking for keys scrubbing down with water all as specified .
M & L rendering 15mm thick on fair faces of brick work in CM 1:4 finished even & smooth without using extra cement all as specified .
M & L 5mm thick rendering in Cement Mortar 1:3 to ceiling surfaces finished even and smooth without using extra cement complete all as specified .
M&L for two coat of oil bound distemper over a coat of wall care putty on newly plastered surface of wall incl preparation of surface complete all as specified and as directed
M&L for complete removal of existing treatment and applying two coat of oil bound distemper on walls over one coat of wall care putty complete all as specified and directed by Engr-in-charge.
M&L three coat of white wash on newly plastered ceiling surfaces including necessary preparation of surfaces all as specified.
M & L one coat of white wash on old decorated plastered or unplastered surfaces of ceiling including preparation of surfaces complete all as specified and directed by Engineer - in - Charge .
M&L for preparation of old decorated cement paint surfaces of walls by complete removal of existing treatment etc and applying two coat of cement base paint complete all as specified and as directed.
M & L for preparation of old painted wooden surfaces of any description over 10 cm width or girth not otherwise described and applying one coat of synthetic enamel paint all as specified and directed by Engineer - in - Charge .
M & L for preparation of old painted steel surfaces of any description over 10 cm width or girth not otherwise described and applying one coat of synthetic enamel paint all as specified and directed by Engineer - in - Charge .
Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exceeding 50m and making good surface all as specified and directed by Engineer - in - Charge.
M & L for 75mm thick cement concrete type C-2 (1:3:6), using 40mm graded stone aggregate as in plinth protection etc all as specified and directed by Engineer - in - Charge.
M & L 40 mm thick Cement Concrete 1:2:4, type B–1, using 20mm graded stone aggregates flooring finished even and smooth without using extra cement all as specified and directed by Engineer - in – Charge .
S & F steel work in tubular trusses etc including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS-1161-1979 (grade st-240) all as specified and directed by Engineer - in - Charge.
M&L rolled mild steel plates (Plain or chequered) Fe 410-W (Gde E- 250 ), quality-A, channels, square cut or notched (ordinary and counter sunk) forming holes without any attachment complete all as specified and as directed by Engineer-in-Charge.
S & F Pre- painted galvalume aluminum zinc coating GI based corrugated 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 all as specified and directed by Engineer - in - Charge.
S & F Mild steel bolts, purpose made, with hexagonal or square head one end and screwed the other, or screwed both ends; each scre-wed end to be fitted with washers and one hexagonal or square nut, exc 30cm long all as specified and directed by Engineer - in - Charge.
M & L Reinforced cement concrete M-25, design mix as in seismic and other similar bands, benching, coping, bed blocks, apex stones and kerbs etc including use of necessary form work all as specified and directed by Engineer - in - Charge .
M&L precast cement concrete 1:2:4, type B-0 using 12.5mm graded stone aggregates as in louvers and jallies, 40mm thick (measured solid) including all mouldings set in cement mortar 1:4 all as specified and directed by Engineer - in - Charge.
SCHEDULE 'A' SECTION-II (E&M PORTION)
S&F land scape integral decorative LED bollard (9watt) with opal acrylic warm white with IP 65 protection environmental friendly energy efficient long life single phase 230 volts and provision of GI pipe medium grade suitable length and size for fixing and anchoring the same all as specified and directed by Engineer - in - Charge. Make: Bajaj cat part No. BGBOM 650 9 W LED or equivalent havelles/phillips/crompton greaves.
S&F Post top lantern light 1 x 40 watt warm white with IP 65 protection environmental friendly energy efficient long life single phase 230 volts and provision of GI pipe medium grade suitable length and size for fixing and anchoring the same all as specified and directed by Engineer - in - Charge. Make: Bajaj cat part no. BGCT 40 Watt LED MW or equivalent havelles/phillips/crompton greaves.
M & L cement concrete (1:2:4), type B-1 using 20mm graded stone aggregate for foundation of land scape bollard light , including necessary form work finishing even and smooth without using extra cement all as specified and directed by Engineer - in - Charge .
Supplying and laying XLPE cable, PVC insulated, armoured, heavy duty multi stranded aluminium conductor, electric cable LT, 1100V grade of size 4 Sqmm 2 core complete all as specified and as directed by Engineer-in-charge.
M & L brick protection using old size sub class ‘B’ bricks, laid flat, across the cable i.e. length perpendicular to the axis of cable all as specified and directed by Engineer-in-Charge.
S & F 50mm bore light grade tube galvanised with all fittings laid in trenches or fixed to poles etc. all as specified and directed by Engineer - in – Charge.
Earthing complete with galvanized steel earth plate electrode 60cm x 60cm x 6mm thick, burried directly in ground (earth pit not less than 2.25mtr deep below normal ground level) with top edge of the plate not less than 1.5mtr below normal ground level, connected to and including galvanized earth lead wire 4mm dia by means of GI bolts, nuts, check nuts and washers and connected other end to main board duly protected by GI pipe 15mm bore, medium grade, earth plate surrounded by packed layer of coal dust and common salt 15cm thick all around bottom and top watering pipe 20mm bore of GI medium grade with funnel all as shown in electrical plate No. 3 of SSR Part – I and connecting to earthing test point, main switch board and testing on completion including CI cover, frame and PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in earthing pit with CI cover and frame including necessary earth works etc, all as specified and directed by Engineer - in – Charge. Note:- 1. PCC chamber shall be constructed at least 1.5 mtr away from the earth electrode of the earth pit and pipe for watering shall be provided in slanting manner.
S & F MCB distribution board of sheet metal single pole and neutral 2 way, single door, without bus bar 240 volt and including provision of MCB DP 6-10 Amps capacity 10 KA all as specified and directed by Engineer-in- Charge.
R B BUILDERS
A R CONSTRUCTION COMPANY
MANCHANDA CONSTRUCTION CO
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