Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.5 LAccepted-AOC | L-1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L-2₹18.3 L+₹3.8 L (26.4%)Rejected-Finance HOUSE NO 3809 SAMRIDHI HOMES PEERMAUSHALA POST DHAKOLI MC ZIRAKPUR DISTT SAS NAGAR PIN 160104 | S A S NAGAR | PUNJAB | 160104 | L-2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L-3₹18.6 L+₹4.1 L (28.4%)Rejected-Finance 0 MANPUR CHITBARAGAON CHITBARAGAON BALLIA UTTAR PRADESH 221713 | BALLIA | UTTAR PRADESH | 221713 | L-3 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 4 | L-4₹18.8 L+₹4.2 L (29.2%)Rejected-Finance MOHALLA KAMA KHAN WARD NO 07 HOUSE NO 88 DISTT POONCH J K | L-4 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 5 | L-5₹22.1 L+₹7.6 L (52.4%)Rejected-Finance | L-5 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
3 May 2025, 6:00 pmClosed
GE 881 EWS
GE 881 EWS, C/O 56 APO
REPAIR TO PLINTH PROTECTION, DRAIN, HARD STANDING, RETAINING WALL ETC IN VARIOUS UNITS AT MENDHAR IN THE AOR OF AGE B/R-I UNDER GE 881 EWS
2025_MES_703697_1
GE/PNH-01/2025-26
Open Tender
Civil Works
Item Rate
180 days
ge 881 ews
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE 881 EWs
₹50,000
Yes
24 Jun 2025
5 Apr 2025
10 May 2025
5 Apr 2025
3 May 2025
19 Apr 2025
Amount
Demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level), complete all as specified and directed.
Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc. complete all as specified and directed by Engineer-in-Charge.
M&L for 75mm thick PCC 1:3:6 Type C-2 (using 40mm graded crushed stone aggregates) laid in alternate bays (not exceeding 2 sqm each) as in plinth protection, finished the surfaces even & fair without using extra cement and providing joints throughout the thickness of plinth protection, filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight complete all as specified and directed.
M&L for 10 mm thick rendering in CM 1:4 on fair faces of brick work or concrete surfaces, finished even & smooth without using extra cement, complete all as specified and directed.
M&L for supply, laying, spreading and leveling of sand as in cushion, not exc 25 cm thickness under precast concrete interlocking paver block, complete all as specified and directed.
M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 80mm thickness M-40 Grade,laid jointed pointed with grey cement and no pigments, complete all as specified and directed by Engr-in-Charge. Note: The sample shall be got approved by GE before bulk procurement & lot shall be got tested independently by the GE.
M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 60mm thickness M-35 Grade,laid jointed pointed with grey cement and no pigments, complete all as specified and directed by Engr-in-Charge. Note: The sample shall be got approved by GE before bulk procurement & lot shall be got tested independently by the GE.
M&L for Vitrified coloured tiles 8 mm thick, (square/rectangular) area of each tile not less than 0.36 Sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles, laid over and including 10 mm thick screed bed in CM (1:4), complete all as specified and as directed.
M&L for cement concrete (1:2:4) type-B-1 (using 20mm graded stone crushed aggregate) as in lintels upto 1.5 metre clear span, cills, steps, siesmic and other similar bands, plinth courses, string courses, lacing courses, parapets and railing upto 60cm height, copings, bed block, kneelers, apex stones, bed plates, roof kerbs round or chamfered on edges, water troughs, in edging of path (interlocking paver) and the like including weathering, slightly rounded or chamfered angles and throatings etc.including necessary form work complete all as specified and directed by Engineer-in-Charge.
M&L for PCC 1:5:10 type E-2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed.
M&L for 25mm thick PCC (1:2:4) type B-0 with (using 12.50 mm graded crushed stone aggregates) as in sub base of flooring, roof etc, complete all as specified and directed.
M&L for chequered cement concrete tiles with chemical resistant coating of size 300x300x 25mm thick, set & jointed in neat cement slurry in floors and pointed with grey cement mixed with pigments, laid over and including 20mm thick screed bed in CM 1:4, complete all as specified and directed.
M&L for PCC 1:3:6 type C2 (40mm graded crushed stone aggregate) as in surface channels & drains, complete all as specified and directed.
S&F mild steel 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 for precast cement concrete 1:2:4 type B1 (20mm graded crushed stone aggregate) as in landings, cover slab for manholes etc set in cement mortar(1:6) incl necessary formwork, complete all as specified and directed.
Extra for forming fair finished drain or channel 30 cm inner grith in cement concrete, using extra cement including forms, moulds mitred/stopped ends etc, complete all as specified and directed.
Demolition of brick or stone masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlars facings, dressed stone work, complete all as specified and directed.
M&L for Walling of random rubble stone masonry brought upto course, well bonded, bedded and solidly hearted, built in cement mortar (1:6), complete all as specified and directed.
All as per Srl item No. 18 above, but except stone complete all as specified and directed.
M&L for providing precast cement concrete 1:3:6, type C-1 (using 20 mm graded crushed stone agg) as in PCC bonders set in CM 1:6 complete all as specified and directed.
Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm to face stones (lime and sand stone) and dressing of face beds and joints, complete all as specified and directed.
M& L for raised pointing in cement mortar (1:4) brought upto courses built in CM complete all as specified and directed.
M&L for boulder filling hand packed tightly (any thickness) at back of walls over arches etc, and raising (or lowering) to the required level compete all as specified and directed.
S&F PVC (SWR) pipes 110mm dia any length single socketed with rubber ring joint as in weep holes material packing at the back shall be provided at suitable horizontal intervals with slope as soil pipe(vent pipe), complete all as specified and directed.
M&L for applying two coats of cement base paint on walls including preparation of new plastered or un-plastered surfaces of wall complete all as specified and directed.
S&F framed work such as grills, gratings, etc, with ends of bars shouldered and/or riv-eted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290 gde E-165 complete all as specified and directed.
M&L for preparation of new untreated surfaces of steel any description over 10 cms 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.
M/S BHAGWATI ENTERPRISES (BID ID -3288245)
NATIONAL TRADING COMPANY (BID ID -3290942)
JAMWAL CONSTRUCTION CO (BID ID -3291299)
MEELU ENTERPRISES (BID ID -3288195)
stage.html
html • 0.06 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 .