Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.2 LAccepted-AOC | ₹99.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹99.7 LRejected-Finance PURAINA PURE HIMANCHAL HOUSE NO 123 MALAON PARASPUR GONDA | GONDA | UTTAR PRADESH | 271001 | ₹99.7 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M/S J AND V INFRATECH PRIVATE LIMITED L2 | K K ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20") in depth and earthwork in embankment to be 20 cm (8") layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks within 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty.
(As per SOR 253) | 11,730.15 | Cum | 95.95 ₹11,25,507.89 | 95.44 ₹11,19,525.52 Lowest |
| 2.00 | Brick edging on both sides of roads of 1st class bricks 8cm (3") wide & 12 cm (4.50") deep laid with mud mortar including labour & supply of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labour T & P sundries required for completion of work with material | 4.15 | Km | 77,900 ₹3,23,285 | 77,490 ₹3,21,583.5 Lowest |
| 3.00 | Brick soling with straight over burnt bricks laid flat and dry including preparation of sub grade to prescribed camber filling joints with local earth spreading binding coat 1cm.(3/8")depth of local earth over the entire surface & including labour and T&P etc. required for proper completion of work | 15,543.75 | Sqm | 506.5 ₹78,72,909.38 | 503.83 ₹78,31,407.56 Lowest |
| 4.00 | Earth work in excavation including initial lead upto 30m & lift upto 1.5m ,excluding mechanical compaction but including manual compaction and dressing to profile. | 114.04 | Cum | 95.95 ₹10,942.14 | 95.44 ₹10,883.98 Lowest |
| 5.00 | Centering & shuttering for P.C.C. including cost of Shuttering, T&P etc. for complete work. | 40.74 | Sqm | 739.1 ₹30,110.93 | 735.21 ₹29,952.46 Lowest |
| 6.00 | P C C 1:3:6 With Cement course sand 4.75to20mm gauge kabrai stone grit including cost of matarial labour and t&p etc. | 10.5 | Cum | 8,919.94 ₹93,659.37 | 8,873 ₹93,166.5 Lowest |
| 7.00 | M-150 1st Class Brick work in 1:4 cement mortar including cost of material ,labour T&P etc for complete work. | 21.79 | Cum | 6,747.86 ₹1,47,035.87 | 6,712 ₹1,46,254.48 Lowest |
| 8.00 | 10 to 15 mm thick Cement Plaster in 1:4 cement mortar single coat on rough side of single or half brick wall for interior plastring in single storey building finish even & smooth including all cost of material labour T& P etc for complete work. | 166.91 | Sqm | 228.62 ₹38,158.96 | 227.42 ₹37,958.67 Lowest |
| 9.00 | Providing and laying non-pressure NP2 class (light duty) R.C.C pipes with collars jointed with stiff mixture of cement morter in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete | 72 | Rmt | 360.07 ₹25,925.04 | 358.17 ₹25,788.24 Lowest |
| 10.00 | Dry earth filling including manual compaction dressing lead up to 30 mt lift up to 1.50 in trench of kulaba. | 567 | Cum | 102.83 ₹58,304.61 | 102.29 ₹57,998.43 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.1 L
Closing Date
17 Jun 2026, 2:30 pmClosed
Superintending Engineer
Office of Superintending Engineer, VII Circle Irrigation Works, Sarojni Naidu Marg, Lucknow.
AS PER TENDER NOTICE-02 LOT-06
2026_UPIDC_1149249_8
02/SE-VII/2026-27
Open Tender
Civil Works - Canal
Item Rate
180 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,050
₹2.1 L
Yes
14 Aug 2026
12 Jun 2026
17 Jun 2026
12 Jun 2026
17 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20") in depth and earthwork in embankment to be 20 cm (8") layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks within 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty.
(As per SOR 253) | 11,730.15 | Cum | - | - |
| 2 | Brick edging on both sides of roads of 1st class bricks 8cm (3") wide & 12 cm (4.50") deep laid with mud mortar including labour & supply of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labour T & P sundries required for completion of work with material | 4.15 | Km | - | - |
| 3 | Brick soling with straight over burnt bricks laid flat and dry including preparation of sub grade to prescribed camber filling joints with local earth spreading binding coat 1cm.(3/8")depth of local earth over the entire surface & including labour and T&P etc. required for proper completion of work | 15,543.75 | Sqm | - | - |
| 4 | Earth work in excavation including initial lead upto 30m & lift upto 1.5m ,excluding mechanical compaction but including manual compaction and dressing to profile. | 114.04 | Cum | - | - |
| 5 | Centering & shuttering for P.C.C. including cost of Shuttering, T&P etc. for complete work. | 40.74 | Sqm | - | - |
| 6 | P C C 1:3:6 With Cement course sand 4.75to20mm gauge kabrai stone grit including cost of matarial labour and t&p etc. | 10.5 | Cum | - | - |
| 7 | M-150 1st Class Brick work in 1:4 cement mortar including cost of material ,labour T&P etc for complete work. | 21.79 | Cum | - | - |
| 8 | 10 to 15 mm thick Cement Plaster in 1:4 cement mortar single coat on rough side of single or half brick wall for interior plastring in single storey building finish even & smooth including all cost of material labour T& P etc for complete work. | 166.91 | Sqm | - | - |
| 9 | Providing and laying non-pressure NP2 class (light duty) R.C.C pipes with collars jointed with stiff mixture of cement morter in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete | 72 | Rmt | - | - |
| 10 | Dry earth filling including manual compaction dressing lead up to 30 mt lift up to 1.50 in trench of kulaba. | 567 | Cum | - | - |
stage.html
html • 0.04 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
BID02LOT06.pdf
Tender Documents • 2.11 MB
BOQ_2174067.xls
BOQ • 0.34 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 [email protected].