Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.6 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹34.5 L+₹1.9 L (5.84%)Rejected-Finance | L2 | Rejected-Finance BEING NOT LOWEST BIDDER | |
| 3 | L3₹35.6 L+₹3.0 L (9.22%)Rejected-Finance | L3 | Rejected-Finance BEING NOT LOWEST BIDDER | |
| 4 | L4₹38.3 L+₹5.7 L (17.5%)Rejected-Finance | L4 | Rejected-Finance BEING NOT LOWEST BIDDER | |
| 5 | L5₹38.6 L+₹6.0 L (18.3%)Rejected-Finance 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | L5 | Rejected-Finance BEING NOT LOWEST BIDDER |
| Sl No | Description | Qty | Unit | jyoti parkash sharma L3 | vijay builders L5 | RAMAN CONSTRUCTION CO L2 | khajuria builders L1 | vmd traders L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over area, not exceeding 1.5 m depth; for foundation, etc. and getting out in any type of soil, complete all as specified and as directed. | 255 | Cubic metre | 280 ₹71,400 | 300 ₹76,500 | 250 ₹63,750 | 120 ₹30,600 Lowest | 150 ₹38,250 |
| 2.00 | Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil,complete all as specified and as directed. | 15 | Cubic metre | 120 ₹1,800 | 100 ₹1,500 | 100 ₹1,500 | 50 ₹750 Lowest | 50 ₹750 Lowest |
| 3.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed. | 240 | Cubic metre | 100 ₹24,000 | 100 ₹24,000 | 100 ₹24,000 | 50 ₹12,000 Lowest | 100 ₹24,000 |
| 4.00 | Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed. | 145 | Cubic metre | 2,850 ₹4,13,250 | 4,000 ₹5,80,000 | 2,200 ₹3,19,000 Lowest | 2,600 ₹3,77,000 | 2,850 ₹4,13,250 |
| 5.00 | Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted , built in cement mortar 1:6, complete all as specified, shown on drawing and as directed. | 556 | Cubic metre | 3,325 ₹18,48,700 Lowest | 3,800 ₹21,12,800 | 3,450 ₹19,18,200 | 3,333 ₹18,53,148 | 4,153 ₹23,09,068 |
| 6.00 | Plain cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundations filling and mass concrete complete, all as specified and directed. | 29 | Cubic metre | 4,000 ₹1,16,000 | 5,300 ₹1,53,700 | 3,500 ₹1,01,500 | 3,400 ₹98,600 Lowest | 3,500 ₹1,01,500 |
| 7.00 | Hand packing (any thickness) of broken stone or boulder at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and as directed. | 5 | Cubic metre | 1,250 ₹6,250 | 1,000 ₹5,000 | 960 ₹4,800 | 800 ₹4,000 Lowest | 1,200 ₹6,000 |
| 8.00 | Raised pointing to Random Rubble stone uncoursed or brought upto courses Masonary in Cement Mortar 1:4 complete all as specified and as directed. | 29 | Ten Square metre | 1,100 ₹31,900 | 300 ₹8,700 Lowest | 2,500 ₹72,500 | 1,111 ₹32,219 | 1,500 ₹43,500 |
| 9.00 | Extra over stone walling 20mm for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses of granite or trap stone etc. and hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 40 mm complete all as specified and as directed. | 292 | Square metre | 180 ₹52,560 | 75 ₹21,900 | 100 ₹29,200 | 20 ₹5,840 Lowest | 50 ₹14,600 |
| 10.00 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base, complete all as specified and as directed. | 195 | Cubic metre | 290 ₹56,550 | 450 ₹87,750 | 200 ₹39,000 | 450 ₹87,750 | 150 ₹29,250 Lowest |
Tender Value
₹48.4 L
EMD Value
₹97,000
Closing Date
17 Sept 2025, 6:00 pmClosed
Col Neelima CWE
Military Engineer Services, Commander Works Engineer, Udhampur, PO - Garhi, Udhampur-182121
PROVN OF RR MASONRY RETAINING WALL AND ALLIED INFRA (UNDER PARA 35) ALONG THE ROAD AT TARAMOUNT UNDER GE (SOUTH) UDHAMPUR
2025_MES_729520_1
CWE/U(N)-51/2025-26
Limited
Civil Works
Item Rate
120 days
UDHAMPUR
As per NIT
7 documents required · 7 mandatory
₹500
GE (South) UDHAMPUR
₹97,000
Yes
25 Sept 2025
4 Sept 2025
19 Sept 2025
4 Sept 2025
17 Sept 2025
11 Sept 2025
Amount
Excavating over area, not exceeding 1.5 m depth; for foundation, etc. and getting out in any type of soil, complete all as specified and as directed.
Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil,complete all as specified and as directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed.
Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed.
Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted , built in cement mortar 1:6, complete all as specified, shown on drawing and as directed.
Plain cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundations filling and mass concrete complete, all as specified and directed.
Hand packing (any thickness) of broken stone or boulder at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and as directed.
Raised pointing to Random Rubble stone uncoursed or brought upto courses Masonary in Cement Mortar 1:4 complete all as specified and as directed.
Extra over stone walling 20mm for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses of granite or trap stone etc. and hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 40 mm complete all as specified and as directed.
Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base, complete all as specified and as directed.
Plain cement concrete 1:2:4 type B-2 (using 40mm graded crushed stone aggregates) as in surface channels and drains, complete, complete all as specified and as directed.
Plain cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregates) as in steps, seismic and other similar bands, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, cills, lintels upto 1.50 metre clear span, copings etc. and in similar works including weathering, slightly rounded or chamfered angles and throating and necessary form works, complete, all as specified and directed.
15 mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished even and smooth without using extra cement complete all as specified and as directed.
Reinforced concrete pipes 600mm bore, class NP2, laid and jointed complete with coller all as specified and as directed.
Cutting of road/ hard surface including excavation, removal of debris/excavated material for laying of 600mm bore RCC pipe culvert and making the surface good the hardcore/WBM, top layer of PCC 1:2:4 of min 150mm thick complete all as specified and as directed. Note:- Nothing shall be paid seperately for excavation, returning, filling, cutting of road, WBM. PCC 1:2:4 etc on above quoted rate of the contractor.
Plain cement concrete 1:3:6 type C-2 (using 40mm graded aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 600mm bore pipes complete all as specified and as directed.
Thrie metal beam crash barrier comprising of 3.00mm thick corrugated metal beam rail, 85cm above road ground level fixed on ISMC series channel vertical centre, 2 mtr in height with 1.5mtr in width below gound level, all steel part and fitments to be galvanised by hot dip process all fittings to confirm IS 1367 and IS 1364 metal beam rail to be fixed on vertical post with spacers of channel section 150x75mmx5mm, 546mm long as per approved drawing/direction of Engr in Charge including cost of earthwork in cutting for making holes and cost of cement concrete in M-20 grade required for embedding the channel post in the dugout holes cost of nuts and bolts including cost of nuts and bolts including cost of carriage of all the material involved upto site work as per clause 8.10 of MORTH & H Specification.
110mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls or as in weep hole, complete all as specified and as directed.
Notes:- The subject work shall be carried out in time bound manner being urgent work. The contractor shall make his own arrangement to complete the work within the completion date as given by GE in WO No.1 no extension shall be granted under the subject work. The contractor are advised to visit the site of work and quote their rates accordingly. No claim whatsoever on the this account shall be entertained at later stage.
RAMAN CONSTRUCTION CO (BID ID -3427541)
jyoti parkash sharma (BID ID -3428302)
vmd traders (BID ID -3427488)
vijay builders (BID ID -3427935)
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 .