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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.9 LAccepted-AOC | L1 | Accepted-AOC being L1 bidder | |
| 2 | L2₹37.7 L+₹1.9 L (5.35%)Rejected-Finance NEAR GURUDWARA JHANSI BHOPAL ROAD SAUGOR M P 470002 | SAUGOR | SAGAR | MADHYA PRADESH | 470002 | L2 | Rejected-Finance Not being L1 bidder | |
| 3 | L3₹38.3 L+₹2.5 L (6.88%)Rejected-Finance | L3 | Rejected-Finance Not being L1 bidder | |
| 4 | L4₹40.1 L+₹4.3 L (11.9%)Rejected-Finance BUNGLOW NO 1 RAJPOOT VILLA BARARU ROAD PATKUYI BARARU SAGAR MP 470002 | SAGAR | SAGAR | MADHYA PRADESH | 470002 | L4 | Rejected-Finance Not being L1 bidder | |
| 5 | L5₹40.1 L+₹4.3 L (12.1%)Rejected-Finance 1442 1 NANADANPURA BABINA CANTT TEHSIL DISTT JHANSI UP | BABINA | JHANSI | UP | L5 | Rejected-Finance Not being L1 bidder |
| Sl No | Description | Qty | Unit | dipangashu barick and associates L4 | M/S SHIVA TRADERS L5 | anil kumar sahu L6 | sagar motor and tractor co L2 | maharaja construction and suppliers L3 | AGRASEN ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Earth work in all kind of soil, Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing
of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. | 1,200 | Cum | 200 ₹2,40,000 | 120 ₹1,44,000 | 100 ₹1,20,000 Lowest | 150 ₹1,80,000 | 130 ₹1,56,000 | 180 ₹2,16,000 |
| 2.00 | M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in Cement concrete 1:4:8 type D-2 ( using 40mm graded stone aggregate) for 200mm bore pipe complete all as specified and directed. | 940 | RM | 200 ₹1,88,000 | 140 ₹1,31,600 Lowest | 400 ₹3,76,000 | 320 ₹3,00,800 | 200 ₹1,88,000 | 180 ₹1,69,200 |
| 3.00 | S&F HDPE double wall corrugated (DWC) sewage pipe of 200 mm internal bore, SN-8 grade, as per IS 16098 Part-II 2013 laid in trenches, jointed and tested as per manufacturer instruction complete all as specified and directed | 940 | RM | 600 ₹5,64,000 Lowest | 640 ₹6,01,600 | 1,400 ₹13,16,000 | 600 ₹5,64,000 Lowest | 775 ₹7,28,500 | 700 ₹6,58,000 |
| 4.00 | M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in Cement concrete 1:4:8 type D-2 ( using 40mm graded stone aggregate) for 200mm bore pipe complete all as specified and directed. | 75 | RM | 200 ₹15,000 | 140 ₹10,500 Lowest | 400 ₹30,000 | 300 ₹22,500 | 180 ₹13,500 | 155 ₹11,625 |
| 5.00 | S&F HDPE double wall corrugated (DWC) sewage pipe of 150 mm internal bore, SN-8 grade, as per IS 16098 Part-II 2013 laid in trenches, jointed and tested as per manufacturer instruction complete all as specified and directed | 75 | RM | 450 ₹33,750 Lowest | 450 ₹33,750 Lowest | 1,200 ₹90,000 | 550 ₹41,250 | 675 ₹50,625 | 550 ₹41,250 |
| 6.00 | Returning, filling in including spreading, levelling watering and well ramming soil in layers n'exc 25 cm thick complete all as specified and directed. | 1,075 | Cum | 35 ₹37,625 | 20 ₹21,500 | 80 ₹86,000 | 120 ₹1,29,000 | 15 ₹16,125 Lowest | 80 ₹86,000 |
| 7.00 | M&L for cleaning of sewage line, dia n.exc 200 mm from WC, gully trap, Nahani trap etc up to the first manhole, any description, in any position, by rodding & well flushing using sufficient water, making it clear for easy flow of sewage including cleaning/de-sludging of first manhole so as to and making it proper functional to entire satisfaction of Engineer-in-Charge and removing the sludge/silt up to a distance exc 50 m but n.exc 500 m and burying it in pits duly covered with earth complete all as specified and directed | 850 | Each | 100 ₹85,000 | 50 ₹42,500 | 15 ₹12,750 Lowest | 40 ₹34,000 | 150 ₹1,27,500 | 119 ₹1,01,150 |
| 8.00 | M&L for Earth work in all kind of soil, excavation by mechanical means (Hydraulic excavator) in over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge complete all as specified and directed. | 330 | Cum | 150 ₹49,500 | 130 ₹42,900 | 135 ₹44,550 | 140 ₹46,200 | 125 ₹41,250 Lowest | 150 ₹49,500 |
| 9.00 | M&L for cement concrete 1:4:8 type D 2 (using 40 mm graded stone aggregates) as in foundations, filling ,bedding under pipe and mass concrete complete all as specified and directed. | 30 | Cum | 2,250 ₹67,500 Lowest | 2,500 ₹75,000 | 3,200 ₹96,000 | 3,900 ₹1,17,000 | 2,900 ₹87,000 | 2,800 ₹84,000 |
| 10.00 | M&L for cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) in lintels up to 1.5m clear span, cills, steps, seismic and other similar bands, plinth course, string course, lacing course, parapets and railings up to 60cm in height, coping, kneelers apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed | 35 | Cum | 5,000 ₹1,75,000 | 5,000 ₹1,75,000 | 4,800 ₹1,68,000 | 4,200 ₹1,47,000 | 4,850 ₹1,69,750 | 4,000 ₹1,40,000 Lowest |
Tender Value
₹48.6 L
EMD Value
₹97,300
Closing Date
23 Jun 2026, 6:00 pmClosed
GARRISON ENGINEER SAUGOR
Garrison Engineer Saugor Military Engineer services Garrison Engineer Saugor MP- 470001
SPECIAL REPAIR TO SEWAGE LINE IN VARIOUS LOCATION IN VK LINE UNDER AGE B/R-II OF GE SAUGOR
2026_MES_768915_1
GE/SGR/TOK-41 OF 2026-27
Open Tender
Civil Works - Others
Item Rate
180 days
Saugor
Class D category a (ii) and as per tender documents
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER SAGAR
₹97,300
Yes
29 Sept 2026
1 Jun 2026
25 Jun 2026
1 Jun 2026
23 Jun 2026
16 Jun 2026
1 Jun 2026 - 8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for Earth work in all kind of soil, Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing
of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed. | 1,200 | Cum | - | - |
| 2 | M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in Cement concrete 1:4:8 type D-2 ( using 40mm graded stone aggregate) for 200mm bore pipe complete all as specified and directed. | 940 | RM | - | - |
| 3 | S&F HDPE double wall corrugated (DWC) sewage pipe of 200 mm internal bore, SN-8 grade, as per IS 16098 Part-II 2013 laid in trenches, jointed and tested as per manufacturer instruction complete all as specified and directed | 940 | RM | - | - |
| 4 | M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in Cement concrete 1:4:8 type D-2 ( using 40mm graded stone aggregate) for 200mm bore pipe complete all as specified and directed. | 75 | RM | - | - |
| 5 | S&F HDPE double wall corrugated (DWC) sewage pipe of 150 mm internal bore, SN-8 grade, as per IS 16098 Part-II 2013 laid in trenches, jointed and tested as per manufacturer instruction complete all as specified and directed | 75 | RM | - | - |
| 6 | Returning, filling in including spreading, levelling watering and well ramming soil in layers n'exc 25 cm thick complete all as specified and directed. | 1,075 | Cum | - | - |
| 7 | M&L for cleaning of sewage line, dia n.exc 200 mm from WC, gully trap, Nahani trap etc up to the first manhole, any description, in any position, by rodding & well flushing using sufficient water, making it clear for easy flow of sewage including cleaning/de-sludging of first manhole so as to and making it proper functional to entire satisfaction of Engineer-in-Charge and removing the sludge/silt up to a distance exc 50 m but n.exc 500 m and burying it in pits duly covered with earth complete all as specified and directed | 850 | Each | - | - |
| 8 | M&L for Earth work in all kind of soil, excavation by mechanical means (Hydraulic excavator) in over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge complete all as specified and directed. | 330 | Cum | - | - |
| 9 | M&L for cement concrete 1:4:8 type D 2 (using 40 mm graded stone aggregates) as in foundations, filling ,bedding under pipe and mass concrete complete all as specified and directed. | 30 | Cum | - | - |
| 10 | M&L for cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) in lintels up to 1.5m clear span, cills, steps, seismic and other similar bands, plinth course, string course, lacing course, parapets and railings up to 60cm in height, coping, kneelers apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed | 35 | Cum | - | - |
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