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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC | L1 | Accepted-AOC Lowest quoted bidder. | |
| 2 | L2₹9.7 L+₹1.9 L (25.2%)Rejected-Finance 160 PREM NAGAR BAREILLY | L2 | Rejected-Finance Higher quoted biodder. | |
| 3 | L3₹9.7 L+₹2.0 L (25.3%)Rejected-Finance 81 82 GHER SAIKH MITHOO KUBRHI PAKHAR ZAKHERA BAREILLY UP | BAREILLY | BAREILLY | UTTAR PRADESH | L3 | Rejected-Finance Higher quoted bidder. | |
| 4 | L4₹10.3 L+₹2.6 L (33.3%)Rejected-Finance | L4 | Rejected-Finance Higher quoted bidder. | |
| 5 | Rejected-Technical | - | Rejected-Technical Not enlisted in requisite category of b(i). |
Tender Value
₹9.7 L
EMD Value
₹19,500
Closing Date
9 Sept 2022, 6:00 pmClosed
GE Pithoragarh
GE Pithoragarh Post Bharkatia Pithoragarh ( UK)PIN-262520
PROVN OF CAR PARKING SHEDS WITH INTERLOCKING PAVER BLOCK NEAR BLDGH NO P-27, P-28 AND P-29 OF JAK LI AND SPL REP TO SECURITY LIGHT AT TRANSIT CAMP, QG, JCOS MESS AND T-76 AREA AT MIL STN BANBASA UNDER GE PITHORAGARH
2022_MES_545151_1
8484/BAN/E8
Open Tender
Civil Works
Item Rate
90 days
GE Pithoragarh
Class E, Category a(i) and b(i)
6 documents required · 6 mandatory
₹500
GE Pithoragarh
₹19,500
Yes
7 Nov 2022
12 Aug 2022
16 Sept 2022
12 Aug 2022
9 Sept 2022
26 Aug 2022
Amount
DESCRIPTION OF ITEMS
Excavation in post holes in soft/loose soil (or similar holes) each not exc 0.5 cum getting out returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm all as specified and directed.
M & L for cement concrete type C-2 (1:3:6) using 40 mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
S & F of rolled mild steel sections as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates conforming to Gde Fe-410 W (Gde- E- 250) quality-A complete all as specified and as directed.
S & F of rolled mild steel works as in bands, straps, supports or stays for rainwater, hook and pintle hinges, clamps, hold fasts, wall ties, hooks for hanging fans, gusset plates, plain angle cleats for securing purlins to wood trusses or rafters and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed.
M & L for preparation of new steel surfaces of any description, over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.
S & F of pre-painted galvalume aluminium zinc coating GI base corrugated steel sheet 0.50 mm thick trapezoidal pattern of any colour having tensile strength of 550 MPa as in roof covering, fixed with self tapping screws complete all as specified and directed.
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed.
Removing surplus excavated material (SOIL) to a distance n. exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.
M & L for hard core of broken stone aggregate of guage not 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 directed.
M & L for 75mm thick PCC 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in sub base complete all as specified and directed.
M & L for rubber moulded precast concrete coloured interlocking paver block of 60 mm thickness of M-35 grade conforming to IS - 15658-2006 with grey cement and pigment complete all as specified and directed.
M & L for sand cushioning under floors including watering as required complete all as specified and directed.
M & L for PCC 1:2:4 type B-0 (using 12.50mm graded stone aggregate) as in roof kerbs, coping, benching etc including weathering slightly rounded or chamfered angles and throating complete all as specified and directed.
E&M Items: Supply and installing steel tubular swaged poles type 410-SP-31 (9 Mtr long) with mild steel base plate of size 30cmx30cmx6mm thick, welded at bottom and cap finial taper plug, bolt, nuts and screw as specified and fixed in true vertical position complete including dismantling of US existing pole by breaking PCC coping and making good as existing ground from site complete as specified and directed. Note: (a) Earth work and PCC in foundation/coping /pedestal shall be measured and paid for separately under resp[ective items. (b) Poles shall be painted with two coats of black bituminous paint throught internally, and externally upto planting depth. The remaining portion of the exterior surface shall be paionted with two coats of aluminium paint over a coat of red oxide primer.
S&f in repair thermoplastic cable junction boxes halogen free IP 66/69 weather proof, for outdoor installation (with knockouts for cable entry-black colour) for cable size 4-10 sqmm, size 130x180x77 mm with terminals, suitable mounting clamp to accommodate one MCB SP 230 V, 6 AMp with Aluminium bus bar 4 Nos all as directed.
S&f in repair danger notice plate of 1.6mm thick mild steel sheet, vitreous enamelled white, with letters, figures and conventional skull and bones in signal red colour and fixed with M.S. clamps, bolts and nuts of approved size, for LT, of size 20x15cm complete all as specified and directed.
S&f in repair LED street light fitting 35 Watt 230 Volt, AC outdoor type with high pressure die cast aluminium housing and heat resistant complete with driver, lamp with suitable size bracket and clampm impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete.
S&f in repair LED flood light 100 watt 230 Volt AC outdoor type with thermal management in multiple optics and equipped with IP 66 protection, with impact and corrision resistant complete with driver and lamp complete all as specified and directed.
M&l in repair for Sub main wiring with approved colour coding as per IS with two single core PVC insulated FR cable with stranded copper conductor of size 2.5 Sqmm nominal area and drawing into suitable size of steel conduit with 1.5 Sqmm (nominal area) stranded copper conductor FR cable as earth wire complete all as specified and directed. Note: Two runs of 2.5 sqmm cable, one run of 1.5 sqmm cable and one run of steel conduit 19 mm will be measured as one unit.
S&f in repair XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross sectional area 6 sqmm 2 core complete all as specified and directed.
S&f in repair street light panel 6 KW load with digital 24 hr timer with contactor 32 Amp/TP along with MCB 40 Amp, SPN complete all as specified and as directed.
M&l for brick protection cover of UG cable by using old size sub class 'B' common burnt clay building bricks, laid dry and flat abutting each other with width equal to length of the brick and gap betwee4n adjacent brick n exc 10mm complete all as specified and directed.
M&L for cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in foundation for pole/stay/strut, filling and mass concrete etc complete all as specified and directed.
M&l for cement concrete 1:3:6 type C1 using 20mm graded stone aggregate as in cills, copings, pole pedestals, plinth courses and the like including necessary form work, weathering, slightly rounded or chamfered angles and throating etc complete all as specified and directed.
Excavation in trenches n. exc 1.5m wide and n.exc 1.5m in depth for foundations of poles/stay/struts etc, trenches for laying of cables and the like not exc 10 Sqm on plan and getting out in soft/loose soil all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm all as specified and directed.
Removing excavated material soil at a distance n.exc 50m and depositing where directed at a level n.exc 1.5 m above the starting point all as specified and directed.
S&f in repair GI pipe 40mm dia light grade for cable protection complete all as specified and directed.
M&l for providing dry sand as in cushioning to underground cable including punning down of sand in layers as specified and directed.
S&f in repair quartz daily timer switch FM series modular construction in built cover ride facility, base/din supply voltage 240V AC, frequency 50 Hz, 16 Amp rating, power reserve 150 Hrs, shortest switching time 15 min delay all as specified and directed.
S&f in replacement MCB SPN, 240 Volts, 40 Amps, 10 KA 'B' series complete all as specified and directed.
S&f in repair power contractor 32 Amp TP, all as specified and directed.
M&l for dismantling old earthing and providing new earthing complete with galvanized steel earth plate electrode 600x600x6 mm thick buried directly in ground (earth pit not less than 2.25m deep below ground level) with top edge of the plate not less than 1.5m deep below normal ground level, connected to galvanized earth lead wire 4.0mm dia by means of bolts, nuts and washers of galvanized iron or steel all as shown in earth plate No 3 of MES schedule 2009 Part-I connected to earthing test point including earth continuity conductor and loop earthing etc as required 4mm dia galvanized iron or steel wire including necessary excavation and earth work, concrete pit & chamber in PCC 1:2:4 type B1 & pit cover 75mm thick in RCC 1:2:4 type B1 duly reinforced with 6mm dia bar @150c/c both ways including with lifting handle and earth lead and GI protection pipe light grade 15mm dia beyond 7.5 mtr from electrode to earth terminal point/main switch board and 20 mm bore GI watering pipe medium grade complete all as specified & directed.
Builders Harpal
shahji contractors
URBANS CONSTRUCTIONS
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