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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAdmitted-Finance | ₹10.4 L | L1 | Admitted-Finance |
| 2 | L2₹10.5 L+₹7,356 (0.71%)Admitted-Finance | ₹10.5 L+₹7,356 (0.71%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | WUYAN ENGINEERING TECHNOLOGY L2 | M/S NEW IQBAL ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | Excavating over areas, not exceeding 1.5 m deep and getting out in Hard / dense soil complete all as specified and as directed by Engineer-in-Charge. | 16.4 | Cum | 211 ₹3,460.4 Lowest | 250 ₹4,100 |
| 2.00 | Material & Labour for PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 9.7 | Cum | 4,555 ₹44,183.5 | 2,400 ₹23,280 Lowest |
| 3.00 | Material & Labour for Walling of squared rubble stone , regular coursed, well bonded, bedded and solidly hearted, built in built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. | 25.45 | Cum | 4,555 ₹1,15,924.75 | 2,200 ₹55,990 Lowest |
| 4.00 | Material & Labour for Raised pointing in Cement Mortar 1:4 to square rubble stone , coursed rubble masonry complete all as specified and directed by Engineer-in-Charge. | 2.36 | X Sqm | 1,499 ₹3,537.64 | 800 ₹1,888 Lowest |
| 5.00 | Material and labour for Plain cement concrete (1:2:4) type B-1, using 20 mm graded stone aggregates as in coping with and including necessary form work complete all as specified and as directed by Engineer-in-charge. | 0.45 | Cum | 8,333 ₹3,749.85 | 4,500 ₹2,025 Lowest |
| 6.00 | Material and Labour for Extra over Granite or Trap stone stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling,uncoursed or brought upto courses , Hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm thick complete all as specified and as directed by Engineer-in-Charge. | 23.64 | Sqm | 175 ₹4,137 Lowest | 2,300 ₹54,372 |
| 7.00 | Material & Labour for Precast cement concrete type 1: 2: 4, type-B1 (using 20 mm graded crushed stone aggregate) as in precast bond stone with and including necessary form work and set in Cement Mortar 1:4, complete all as specified and directed by Engineer-in-charge. | 0.79 | Cum | 9,999 ₹7,899.21 | 5,000 ₹3,950 Lowest |
| 8.00 | Material & Labour for boulder filling dry, handpacked tightly, as in vertical bunds with sloping face etc. complete all as specified and as directed by Engineer-in-Charge. | 18.3 | Cum | 1,555 ₹28,456.5 | 800 ₹14,640 Lowest |
| 9.00 | Supply and fixing 110 mm bore PVC (SWR) pipes single socketed, Type-B (ISI Marked ) , in any length in weep holes complete all as specified and directed by Engineer-in-Charge. | 48 | RM | 190 ₹9,120 Lowest | 350 ₹16,800 |
| 10.00 | Removing excavated material of any type of soil not exceeding 50m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed by Engr- in- charge. | 15.91 | Cum | 77 ₹1,225.07 Lowest | 100 ₹1,591 |
Tender Value
₹13.4 L
EMD Value
₹27,000
Closing Date
18 Aug 2026, 6:00 pmClosed
GE 861 EWS
GE 861 EWS
PROVN OF RATION STORE OF AWANTIPUR OF AGE B/R (P) UNDER GE 861 EWS
2026_MES_778595_1
GE 861 EWS-48(T)/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE 861 EWS
AS PER NIT
8 documents required · 8 mandatory
₹500
GE 861 EWS
₹27,000
GE 861 EWS
4 Sept 2026
15 Jul 2026
22 Aug 2026
15 Jul 2026
18 Aug 2026
30 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, not exceeding 1.5 m deep and getting out in Hard / dense soil complete all as specified and as directed by Engineer-in-Charge. | 16.4 | Cum | - | - |
| 2 | Material & Labour for PCC 1:4:8 , Type - D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 9.7 | Cum | - | - |
| 3 | Material & Labour for Walling of squared rubble stone , regular coursed, well bonded, bedded and solidly hearted, built in built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. | 25.45 | Cum | - | - |
| 4 | Material & Labour for Raised pointing in Cement Mortar 1:4 to square rubble stone , coursed rubble masonry complete all as specified and directed by Engineer-in-Charge. | 2.36 | X Sqm | - | - |
| 5 | Material and labour for Plain cement concrete (1:2:4) type B-1, using 20 mm graded stone aggregates as in coping with and including necessary form work complete all as specified and as directed by Engineer-in-charge. | 0.45 | Cum | - | - |
| 6 | Material and Labour for Extra over Granite or Trap stone stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling,uncoursed or brought upto courses , Hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm thick complete all as specified and as directed by Engineer-in-Charge. | 23.64 | Sqm | - | - |
| 7 | Material & Labour for Precast cement concrete type 1: 2: 4, type-B1 (using 20 mm graded crushed stone aggregate) as in precast bond stone with and including necessary form work and set in Cement Mortar 1:4, complete all as specified and directed by Engineer-in-charge. | 0.79 | Cum | - | - |
| 8 | Material & Labour for boulder filling dry, handpacked tightly, as in vertical bunds with sloping face etc. complete all as specified and as directed by Engineer-in-Charge. | 18.3 | Cum | - | - |
| 9 | Supply and fixing 110 mm bore PVC (SWR) pipes single socketed, Type-B (ISI Marked ) , in any length in weep holes complete all as specified and directed by Engineer-in-Charge. | 48 | RM | - | - |
| 10 | Removing excavated material of any type of soil not exceeding 50m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed by Engr- in- charge. | 15.91 | Cum | - | - |
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