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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹13.8 L+₹1.9 L (15.7%)Rejected-AOC | L2 | Rejected-AOC Second lowest | |
| 3 | L3₹14.8 L+₹2.9 L (24.1%)Rejected-AOC | L3 | Rejected-AOC Third lowest | |
| 4 | L4₹15.1 L+₹3.2 L (26.5%)Rejected-AOC PLOT NO 2 INDUSTRY AREA NEAR LAL WARE HOUSE OPP OLD HOUSING BOARD COLONY SIRSA SIRSA HARYANA 125055 | SIRSA | HARYANA | 125055 | L4 | Rejected-AOC Fourth lowest | |
| 5 | L5₹16.3 L+₹4.4 L (36.6%)Rejected-AOC | L5 | Rejected-AOC Fifth lowest |
Tender Value
₹17.6 L
EMD Value
₹35,280
Closing Date
15 Nov 2019, 6:00 pmClosed
GE Palampur
Holta Camp Palampur Kangra (HP)
PROVISION OF 02 X SOAKAGE WELL NEAR ADM BLOCK AND OFFRS MESS OF 5 OBLIQUE 4 GR PROVN OF 20 NOS LED STREET LIGHT WITH LIGHT POLE MRS TO JCO CLUB OF 639 EME BN AND CERTAINS OTHER SANCTIONED WORKS AT PALAMPUR MIL STN
2019_MES_289044_1
GEP-44(Token)/2019-20
Open Tender
Civil Works
Item Rate
180 days
Palampur
As per tender document
8 documents required · 8 mandatory
₹500
Yes
GE Palampur
₹35,280
Yes
1 Jan 2020
12 Oct 2019
18 Nov 2019
12 Oct 2019
15 Nov 2019
26 Oct 2019
Amount
Schedule 'A' part-I:- Excavation over area not exc 1.5m deep and getting out in any type of soil complete all as specified and directed.
Excavation over area exc 1.5m deep but n. exc 3.00 m and getting out in any type of soil complete all as specified and directed.
Excavation over area exc 3.00 m but n. exc 4.50 m deep and getting out in any type of soil complete all as specified and directed.
Excavation over area exc 4.50m but n. exc 6.00m deep and getting out in any type of soil complete all as specified and directed.
M&L PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundations and mass concrete complete all as specified and directed.
Brick work with Sub class 'B' bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed.
Brick work with sub class ‘B’ bricks in one brick thick honey comb walling, built in cement mortar 1:6 complete all as specified and directed.
M&L for reinforced cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed.
M&L for reinforced cement concrete1:2:4 type B-1 using 20mm graded crushed stone aggregate as in slab supported on wall complete all as specified and directed.
Mild steel TMT bar 10mm dia and over cut to length bent to shape required including cranking , bending binding spirally for hooping for colomns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia, complete all as specified and directed .
Mild steel TMT bars 5mm dia and over upto & including 10mm dia in stirrups, spacers & binders, cut to length, bent 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 0.9 mm dia, complete all as specified and directed .
M&L for formwork to side of beams, lintels, cantilevers, shelves and other similar works fair finished complete all as specified and directed.
Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping fair finished complete all as specified and directed.
M&L for bricks bats fillings, old size in soakage well complete all as specified and directed.
150mm dia RCC drain pipe (NP-3) laid on 150mm thick PCC 1:4:8 bed/cradle excavation in any type of soil, at depth of 0.70 to 1.65m including manholes/drop manholes of standard size made of brick masonry/RCC/Precast RCC with SFRC ventilating cover and frame including all items and activities to execute and make sewer line functional complete all as specified and directed.
Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in any type of soil.
Sand cushioning 50mm thick for interlocking paver blocks including watering and consolidation complete all as specified and directed.
Machine pressed precast concrete interlocking paver blocks of any colour, any shape and size conforming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment including sand filling in joints with vibrating machine complete all as specified and directed.
PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregates 100 mm thick in sub base finished fair and even using 40mm graded crushed stone aggregates complete all as specified and directed.
M&L removing excavated material n. exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point in any type of soil complete all as specified and directed.
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth, for foundations, etc or for shafts, wells, cesspits, pier holes, etc and not exceeding 10 Sqm on plan and n.exc 1.5m in depth and getting out in any type of soil complete all as specified and directed .
M&L for PCC type B-1, 1:2:4 (using 20 mm graqded aggregate) as in drain bed and channels, complete all as specified.
M&L for 15mm thick rendering on fair faces to brick work surface in CM 1:3 finished the surface even and smooth (without using extra cement on external wall surface, complete all as specified.
PCC M-15 (Nominal mix) using 20mm graded crushed stone aggregate as in coping benching and the like including weathering, slightly rounded or chamfered angles and directed including form work and finishing complete all as specified and directed.
Extra for forming fair finished drain or channel 55cm inner girth in cement concrete using extra cement including forms, moulds, mi-tred/ stopped ends etc., complete all as specified.
Returning filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm of any type of soil, complete all as specified and directed.
M&L for hard core of broken stones n exc 63 mm deposited, spread and levelled in layers n exc 15 cm thick watered and well rammed to a true surface, complete all as specified.
Precast cement concrete 1:2:4 B-1 using 20 mm graded crushed stone aggregate as in curb stone, anchorage blocks etc and set in CM 1:6 complete
Schedule 'A' part-II:- S&F Steel tubular swaged poles complete with cast iron plate, final taper plug, bolt, nuts & screws as specified type 410 SP-31 (9 mtr long) including one coat of red oxide primer and two coats of aluminium paint and making 30 cm wide strips (total -05 Nos) with white and black paint alternately on external surface above PCC coping complete all as specified and directed. Note: PCC, earth work shall be measured and paid separately under respective items.
S&F energy saving 45W LED street light with PDC Aluminium body and toughened glass visor fitted in frame, secondary optical lens for superior light distribution, efficacy >100 Lm/w with CCT 5700, IP66 and LED lenses complete and making electric connection with PVC insulated copper conductor (multistrand) cable 3 Nos of 1.5sq.mm size from junction box complete all as specified and directed.
Supplying & fixing street light fitting bracket made out of 32mm bore GI pipe, light grade, tubing bend to shape, 1.2 metre long, fixed to pole/wall with and including two sets of clamps made out of flat iron of size 30x5 mm with bolts, nuts and washers, complete as per sample and design, complete all as specified and directed .
Supply, laying and testing cable XLPE insulated screend PVC bedded, galvanised steel strip or wire armoured electric power cables (Heavy duty) 1100 Volt grade with multi stranded aluminium conductor of cross sectional area 25 Sqmm 4 core, laid in trenches or passing through pipe complete all as specified and directed. Note: Earth work, sand cushioning & bricks shall be measured and paid separately.
Excavation in trenches in any type of soil not exc. 1.5m wide and not exc. 1.5m deep for laying cables, foundation of poles, stays etc and getting out, complete all as specified and directed.
All as per the description of serial item No 34 above but depth exc 1.5 mtr but not exc 3.00 mtr, complete all as specified and directed.
Returning, filling in, including spreading, leveling, watering and well ramming in layers n.exc 25cm thick, complete all as specified and directed.
Removal of excavated material to be distance n.exc 50 mtr and depositing where directed at a level n.exc 1.5m above the starting point, complete all as specified and directed.
Sand cushioning to under ground cable with a layer of sand 8 cm before laying the cable and 15 cm after laying the cable (10 cm punned thickness above the top of the upper most cable, total 18 cm), complete all as specified and directed.
Sub class “B” brick, old size, brick covering laid dry, flat, transversally along the length of cable on sand cushioning, with width equal to length of the brick complete all as specified and directed.
GI tubing 50mm dia bore (light grade) with all fitting laid in trenches or along pole/bldg or under road crossing as protection pipe or fixed alongwith wall/pole with necessary clamp nut bolt and washer, complete all as specified and directed.
PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in base foundations of poles complete all as specified and directed.
PCC 1:3:6 type C-1 (using 20 mm graded stone aggregate)as in foundations filling and mass concrete for foundation concrete in poles complete all as specified and directed.
PCC 1:2:4 (Nominal mix) type B-1 (using 20mm graded crushed stone aggregate) as in pole coping complete all as specified and directed.
Supply and fix Digital time switch DIN type daily/weekly with 1 change over, programmable every 1 min with back up of current capacity 16 amps 3 Pole 230V. The time switch must have 6 Yrs of running reserve for date and time in case of power failure, complete all as specified and directed.
Supply and fixing pole junction box sheet moulded compounded (SMC) type with hinged door and locking arrangement of size 200x140x95mm internal comprising one No SP MCB 06 Amps capactiy and one No bakelite based buetral link one No earthing terminal and Four Nos aluminium bus bar of suitable capacity including nuts, bolts, MS clamp etc. complete.
Earthing with galvanized steel earth plate electrode 60cmx60cmx6mm thick, buried directly in ground (earth pit less than 2.25 mtr deep below normal ground level) with top edge of the earth plate not less than 1.5 mtr deep below normal ground level, connected to 4mm dia galvanized iron wire as earthing lead by means of bolts, nuts, check nuts and washers of galvanised iron or steel complete with 15mm dia light grade protection pipe, 20mm dia GI light grade watering pipe with funnel including char coal dust, salt, PCC 1:2:4 in pit with precast RCC M-15 cover reinforced with XPM not less then 4.00 Kg per sqm including necessary earth work in any type of soil, removal of surplus soil to a distance not exc 50m, returning filling in complete as shown in electrical plate No 3 of SSR Part-I (2009), and connected to earthing test point all as specified or indicated, including testing on completion. Note: The rates for earthing includes the cost of earth lead and protection pipe upto 7.50m length.
Supply and installation solar all-in-one LED street lighting with smart intergated solar street light with built Solar Charger controller Panel, Lithium Ferro phospate 40 W (LiFePo4) battery, MPPT charge controller and PIR sensor with colour temperature range 5700-6500K of power rating 40 watt, with autonomy for 03 days complete with 6mtr galvanized pole duly grouted in PCC 1:2:4 (Nominal Mix) type B-2 (using 40mm graded crushed stone aggregate) as in foundation including earth work and all other works as required at site during execution as per manufacture's recommendation, complete all as specified and directed.
BHARDWAJ BUILDERS
ranbir singh and Co Govt Contractor and Transporter
M/S ASHWANI KUMAR AND COMPANY
M/S RS KAUSHAL
M/s Sheetal Associates
DWARKA NATH
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