Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC NEAR RAZZAQ FARM DEVPUR DEVKA POST OFFICE KATHGANIA HALDWANI DISTRICT NAINITAL U K | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹30.1 L+₹16,149.24 (0.54%)Rejected-Finance B 497 S F MEERA BAGH PASCHIM VIHAR NEW DELHI 110063 | WEST DELHI | DELHI | 110063 | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹32.4 L+₹2.4 L (8.07%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹33.0 L+₹3.0 L (10.0%)Rejected-Finance 66 C O J R NAICKER ASWATHNAGAR SANJAYNAGAR P O BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹33.2 L+₹3.2 L (10.8%)Rejected-Finance 160 PREM NAGAR BAREILLY | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | SATISH KUMAR SINGH L7 | Builders Harpal L5 | Ramsons L6 | om enterprises L4 | SARVJEET ENTERPRISES L2 | M/s RK JOSHI&SONS L1 | NK CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc 30cm deep and averaging 15 cm deep and getting out in hard dense soil complete all as specified and directed by Engr-in-Charge. | 270 | Sqm | 65 ₹17,550 | 70 ₹18,900 | 45 ₹12,150 | 10 ₹2,700 Lowest | 19 ₹5,130 | 35 ₹9,450 | 50 ₹13,500 |
| 2.00 | M&L for 150mm thick PCC 1:4:8 type D-2 using 40mm graded aggregate as in sub base of flooring complete all as specified and directed. | 270 | Sqm | 300 ₹81,000 | 750 ₹2,02,500 | 690 ₹1,86,300 | 260 ₹70,200 Lowest | 290 ₹78,300 | 675 ₹1,82,250 | 800 ₹2,16,000 |
| 3.00 | M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. | 6.75 | Cum | 50 ₹337.5 Lowest | 800 ₹5,400 | 1,800 ₹12,150 | 1,500 ₹10,125 | 1,900 ₹12,825 | 2,200 ₹14,850 | 900 ₹6,075 |
| 4.00 | M & L for Rubber moulding Machine presed precast interlocking paver block of any size and shape confirming to IS 15658-2006 of 80mm thick M-40 grade with grey cement and pigment set over sand cushioning as directed and specified by Engineer in charge | 270 | Sqm | 1,400 ₹3,78,000 | 1,300 ₹3,51,000 | 1,450 ₹3,91,500 | 1,100 ₹2,97,000 | 1,290 ₹3,48,300 | 1,890 ₹5,10,300 | 1,050 ₹2,83,500 Lowest |
| 5.00 | Removing excavated material(soil) exc. 250m but n.exc. 500 m and depositing where directed at a level n exc. 1.5 m above the starting poin complete all as specified. | 248.33 | Cum | 80 ₹19,866.4 Lowest | 200 ₹49,666 | 500 ₹1,24,165 | 150 ₹37,249.5 | 90 ₹22,349.7 | 190 ₹47,182.7 | 300 ₹74,499 |
| 6.00 | M & L for Providing cement concrete type B1 1:2:4 (20mm graded aggregate) as in cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, benching, haunching, kneelers, apex stones, bed plates, kerbs not provided for , water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed. | 12.4 | Cum | 6,000 ₹74,400 | 5,500 ₹68,200 Lowest | 7,300 ₹90,520 | 8,000 ₹99,200 | 5,900 ₹73,160 | 6,500 ₹80,600 | 6,000 ₹74,400 |
| 7.00 | M & L Excavation in trenches n exc 1.5m wide n exc 1.5m deep and getting out in hard /dense soil complete all as specified and directed. | 132.3 | Cum | 160 ₹21,168 | 90 ₹11,907 Lowest | 250 ₹33,075 | 300 ₹39,690 | 190 ₹25,137 | 180 ₹23,814 | 300 ₹39,690 |
| 8.00 | M & L for Hardcore of gauge n 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 | 18.9 | Cum | 3,000 ₹56,700 | 1,800 ₹34,020 | 1,800 ₹34,020 | 2,800 ₹52,920 | 2,900 ₹54,810 | 1,900 ₹35,910 | 900 ₹17,010 Lowest |
| 9.00 | M & L for PCC type C2 1:3:6 (40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 18.9 | Cum | 3,700 ₹69,930 Lowest | 6,500 ₹1,22,850 | 4,800 ₹90,720 | 8,500 ₹1,60,650 | 3,900 ₹73,710 | 4,500 ₹85,050 | 5,000 ₹94,500 |
| 10.00 | M&L for fly ash bricks,with old size bricks straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specified and directed. | 42.4 | Cum | 6,900 ₹2,92,560 | 7,500 ₹3,18,000 | 9,500 ₹4,02,800 | 5,000 ₹2,12,000 Lowest | 7,900 ₹3,34,960 | 5,890 ₹2,49,736 | 7,000 ₹2,96,800 |
Tender Value
₹43.2 L
EMD Value
₹86,400
Closing Date
2 Dec 2025, 6:00 pmClosed
CWE (AF) BAREILLY
HQ Commander Works Engineers (AF) Military Engineer Services Bareilly 243002
As described in BOQ
2025_MES_739595_1
81545/E8
Open Tender
Civil Works
Item Rate
180 days
AGE (I) (AF) BHOWALI
As per NIT
9 documents required · 9 mandatory
₹500
AGE (I) (AF) BHOWALI
₹86,400
16 Jan 2026
13 Nov 2025
10 Dec 2025
13 Nov 2025
2 Dec 2025
27 Nov 2025
Amount
Surface excavation not exc 30cm deep and averaging 15 cm deep and getting out in hard dense soil complete all as specified and directed by Engr-in-Charge.
M&L for 150mm thick PCC 1:4:8 type D-2 using 40mm graded aggregate as in sub base of flooring complete all as specified and directed.
M&L for sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
M & L for Rubber moulding Machine presed precast interlocking paver block of any size and shape confirming to IS 15658-2006 of 80mm thick M-40 grade with grey cement and pigment set over sand cushioning as directed and specified by Engineer in charge
Removing excavated material(soil) exc. 250m but n.exc. 500 m and depositing where directed at a level n exc. 1.5 m above the starting poin complete all as specified.
M & L for Providing cement concrete type B1 1:2:4 (20mm graded aggregate) as in cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, benching, haunching, kneelers, apex stones, bed plates, kerbs not provided for , water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed.
M & L Excavation in trenches n exc 1.5m wide n exc 1.5m deep and getting out in hard /dense soil complete all as specified and directed.
M & L for Hardcore of gauge n 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 PCC type C2 1:3:6 (40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed.
M&L for fly ash bricks,with old size bricks straight or curved on plan exc 6m mean radius built in CM 1:4 complete all as specified and directed.
M&L for PCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in surface channel and drains complete all as specified and directed.
M & L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms moulds mitered /stopped ends etc.
All as per item No 12 above but for additional 25mm inner girth over or under 30 cm all as specified and directed.
M&L for Rendering 15 mm thick in cement mortar (1:4) on brick surface mixed with @ 2% WPC by weight of cement. (WPC paid seperately) and finished the surface even and smooth with using extra cement, complete all as specified and directed.
M&L for providing precast cement concrete type B1 1:2:4 (20mm graded aggregate) as in landings, cover slabs (for manholes, drains cover) chullah hoods, chajjas, water troughs, mangers, shelves and similat articles with plain faces including necessary form work and set in cement mortar 1:4 complete all as specified and directed.
M&L for TMT bars 06 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 MS wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and directed.
Returning, filling in, including spreading , levelling, watering and well ramming in layers not exc 25 cm as in Hard/dense soil complete all as specified and directed.
S & F Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, 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 steel surface over 10 cm in width or girth and applying two coat of synthetic enamel paint over one coat of red oxide primer complete all as specified and directed.
Material and labour for preparation of new steel surface of any description n.exc 10cm in width or girth and applying two coat of synthetic enamel paint over one coat of red oxide when unconnected with other painting or when painted in a different tint
Supply only integral water proofing compound, complete all as specified and directed.
M&L for Excavation over area n.exc 1.5 m deep and getting out in soft/ldisintegrated rock complete all as specified and directed.
M & L for plain cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate in foundation filling and mass concreting etc as specified and directed.
M&L for stone walling of random rubble stone masonary, uncoursed, well bounded, bedded & solidely hearted built in cement mortar (1:6) using locally available best stone complete all as specified and directed
M&L for providing pre-cast PCC bond stone (for stone walling), type B1 1:2:4 (20 mm graded aggregate) set in CM 1:6 complete all as specified and directed
M&L for raised pointing to RR, uncoarsed or brought upto course stone masonary in CM 1:4 complete all as specified and directed.
Extra over stone masonary for hammer dressing to face stone & face beds, joint with maximum depression on face from straight, edge held against the dressed surface n exc. 40mm thick for Lime or sand stone complete all as specified and directed.
M&L for hand packing (any thickness) by broken stone or boulders at back of wall and raising (or lowering) to the required level complete all as specified and directed.
M&L for High density polythylene pipes (HDPE) 75mm bore of pressure rating 6 Kg/cm square laid in retaining wall complete all as specified and directed.
SARVJEET ENTERPRISES (BID ID -3491998)
NK CONSTRUCTION (BID ID -3486359)
om enterprises (BID ID -3492376)
Builders Harpal (BID ID -3492659)
Ramsons (BID ID -3492832)
SATISH KUMAR SINGH (BID ID -3487736)
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
Tendernotice_1.pdf
PDF • 0.79 MB
81545Tender13112025.pdf
Tender Documents • 1.48 MB
BOQ_828140.xls
BOQ • 4.70 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 .