Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAccepted-AOC 58 SHAHEED NAGAR OPP BHIMRAO AMBEDEKAR UNIVERSITY RBL ROAD LUCKNOW 226025 UP | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226025 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹3.4 Cr+₹3.1 Cr (956.1%)Rejected-Finance 93 SARASWATI PURAM COLONY SG PGI LUCKNOW UP 226 014 | LUCKNOW | LUCKNOW | UP | 226014 | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹36.1 L+₹4.2 L (13.1%)Rejected-Finance 210 C RAM DASS KA HATA SADAR CANTT LUCKNOW UP PIN 226002 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226002 | L3 | Rejected-Finance Other than lowest | |
| 4 | L4₹36.5 L+₹4.6 L (14.3%)Rejected-Finance | L4 | Rejected-Finance Other than lowest |
Tender Value
₹38.8 L
EMD Value
₹77,600
Closing Date
13 Jun 2020, 6:00 pmClosed
GE West Lucknow
11 Sardar Patel Marg, Lucknow Cantt
PROVN OF HARD STANDING NEAR ENTRANCE GATE OF RSV PROVN OF FOOTPATH ALONG ROAD AT SURYA KHEL PARISAR AND PROVN OF SEPTIC TANK SOAK WELL AT HQ CC CAMP UNDER GE WEST LUCKNOW
2020_MES_341013_1
GE/W/LKO/15 OF 2020-21
Open Tender
Civil Works
Item Rate
90 days
Lucknow
Class D
Cat a i
7 documents required · 7 mandatory
₹500
GE West Lucknow
₹77,600
14 Jul 2020
27 Apr 2020
15 Jun 2020
27 Apr 2020
13 Jun 2020
30 May 2020
27 Apr 2020 - 11 May 2020
Amount
Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed.
Excavating in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/ loose soil complete all as specified and directed.
Returning, filling in, trenches including spreading, levelling, watering and well ramming in layers not exc. 25cm in soft/ loose soil complete all as specified and directed.
Removing surplus excavated material exc 250m but n.exc 500m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.
M&L for hardcore of broken stone or boulders of gauge not exc 63mm, deposited, spread and levelled in layers n.exc 15cm thick, watered and rammed to a true surface complete all as specified and directed.
M&L cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
M&L for brick work with old size fly ash bricks of class designation 75, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L Cement Concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in lintels upto 1.5m clear span, cills, steps, seismic and other bands, plinth courses, string cources, lacing cources, parapets and railing upto 60cm in hight, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and directed.
M&L 100mm thick cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in sub bases of floors and pavings etc. finished even and fair without using extra cement complete all as specified and directed.
M&L for 80mm thick M-40 grade rubber moulded factory made machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 with grey cement and pigment as approved laid over and including 25mm thick sand cushion and joints filled with sand complete all as specified and directed.
M&L for rendering 15mm thick in CM 1:6 on fair faces of brick work or concrete surfaces of wall and finished surface even and smooth without using extra cement complete all as specified and directed.
M&L for rendering 15mm thick in CM 1:4 with integral water proofing compound as per manufacturer's instruction on fair faces of brick work or concrete surface of wall and finished surface even and smooth without using extra cement complete all as specified and directed. NOTE: WPC shall be measured and paid seperately under respective item.
Supply only integral waterproofing compound complete all as specified and directed.
M&L for two coats of cement base paint over one coat of primer on newly plastered surfaces of wall including preparation of surfaces complete all as specified and directed.
M&L for construction of RCC Septic Tank suitable for 100 users with RCC M-30 Design Mix (using 20 mm graded stone aggregate) as in bases, walls, baffle walls, beams, roof slab, cover slab, vent shaft, manhole and covers etc. including all required earthwork in soft/loose soil, cement concrete etc. complete all as shown on CELZ drawing No. TD/750 sheet 1/2 & 2/2 dated 21.03.2018 and amended upto dated 17.01.2019 complete all as specified and directed.
M&L construction of Soakage Well of size 3.00m dia, 4.50m effective depth and 6.00m overall depth with fly ash bricks and RCC M-25 Design Mix (using 20 mm graded stone aggregate) as in cover slab etc. including all required earthwork in soft/loose soil, filling of brick bats and cement concrete etc. complete all as shown on CELZ drawing No. TD/576 sheet 1/2 & 2/2 dated 16.06.1989 complete all as specified and directed.
M&L for 150mm bore reinforced concrete drain pipes, class NP2, complete with collars, laid and jointed in cement mortar 1:1 as in drains and similar works complete all as specified and directed.
M&L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in concrete foundation bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.
M&L TMT bars 10mm dia and over, 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 0.9mm dia or securing with clips complete all as specified and directed.
M&L TMT bars 6 to 8mm dia, 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 0.9mm dia or securing with clips complete all as specified and directed.
M&L for precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves etc and similar works set in cement mortar 1:4 complete all as specified and directed.
M/S Reliance Construction
M/S PRATAP BUILDERS
M/s Sudhir Enterprises
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .