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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.2 LAccepted-Finance | L1 | Accepted-Finance Being lowest and quoted rates are reasonable | |
| 2 | L2₹24.0 L+₹80,021.80 (3.45%)Rejected-Finance | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹24.9 L+₹1.8 L (7.59%)Rejected-Finance | L3 | Rejected-Finance Other than lowest | |
| 4 | L4₹25.8 L+₹2.6 L (11.4%)Rejected-Finance BHAVANI KRUPA GANDHI CHOWK PULGAON 442302 | WARDHA | MAHARASHTRA | 442302 | L4 | Rejected-Finance Other than lowest | |
| 5 | L5₹26.0 L+₹2.8 L (12.1%)Rejected-Finance | L5 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | M/S JAI BHAWANI CONSTRUCTIONS L8 | SHRI RANI SATI TRADERS L7 | RAJ ENTERPRISES L6 | ALI AKBAR MANNAN BOHRA L3 | M/S L M Chourasia L2 | M/s Dara Constructions, Pulgaon L4 | Tejas Vilas Khopal L1 | Anveera Enterprises L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n. exc 15 cm deep, getting out in soft/loose soil complete all as specified and as directed. | 27.5 | Sqm | 132 ₹3,630 | 100 ₹2,750 | 85 ₹2,337.5 | 70 ₹1,925 | 72 ₹1,980 | 120 ₹3,300 | 50 ₹1,375 Lowest | 120 ₹3,300 |
| 2.00 | Excavation in trenches, n. exc.1.5m wide and n.exc. 1.5m deep n.exc.10 Sqm on plan and getting out hard/dense soil complete all as specified and as directed. | 35.3 | Cum | 111 ₹3,918.3 | 80 ₹2,824 | 90 ₹3,177 | 185 ₹6,530.5 | 85 ₹3,000.5 | 60 ₹2,118 Lowest | 75 ₹2,647.5 | 130 ₹4,589 |
| 3.00 | Excavation over areas n.exc. 1.5m deep for foundation n.exc.10 Sqm on plan and getting out hard/dense soil complete all as specified and as directed. | 12.15 | Cum | 949 ₹11,530.35 | 750 ₹9,112.5 | 650 ₹7,897.5 | 620 ₹7,533 | 620 ₹7,533 | 840 ₹10,206 | 550 ₹6,682.5 Lowest | 670 ₹8,140.5 |
| 4.00 | Excavation in post holes (Hard/dense soil) each n.exc.0.5 cum, getting out, RFR in and ramming earth or broken rubble mixed wth earth around in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc. 50m. | 8 | Each | 550 ₹4,400 | 450 ₹3,600 | 550 ₹4,400 | 560 ₹4,480 | 480 ₹3,840 | 450 ₹3,600 | 410 ₹3,280 Lowest | 590 ₹4,720 |
| 5.00 | M & L for RCC work Type B1 1:2:4 (using 20 mm graded aggregate) for Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. | 0.5 | Cum | 6,881 ₹3,440.5 | 7,900 ₹3,950 | 8,100 ₹4,050 | 8,400 ₹4,200 | 8,500 ₹4,250 | 6,500 ₹3,250 Lowest | 8,200 ₹4,100 | 8,800 ₹4,400 |
| 6.00 | M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams with fair finished surface complete al as specified and as directed. | 3.3 | Sqm | 621 ₹2,049.3 | 650 ₹2,145 | 750 ₹2,475 | 710 ₹2,343 | 700 ₹2,310 | 610 ₹2,013 Lowest | 650 ₹2,145 | 730 ₹2,409 |
| 7.00 | M & L for Cement concrete type D2(1:4:8) using 40mm graded stone aggregates as in foundation lean concrete complete all as specified and as directed. | 6.34 | Cum | 6,800 ₹43,112 | 6,450 ₹40,893 | 6,450 ₹40,893 | 6,390 ₹40,512.6 | 6,200 ₹39,308 | 6,320 ₹40,068.8 | 5,800 ₹36,772 Lowest | 6,450 ₹40,893 |
| 8.00 | M&L mild steel TMT bars 10 mm dia and over cut to length, bend to shape required, incl cranking bending spirally for hooking for column, hooking ends and binding with 0.9 mm dia annealed wire confirming to ISI complete all as specified and as directed. | 45 | Kg | 140 ₹6,300 | 111 ₹4,995 | 120 ₹5,400 | 110 ₹4,950 | 102 ₹4,590 Lowest | 105 ₹4,725 | 105 ₹4,725 | 150 ₹6,750 |
| 9.00 | M&L mild steel 6 to 8mm mm dia TMT bars as in stirrups, spacers and binders, bend to shape required, incl cranking bending spirally for hooking for column, hooking ends and binding with 0.9 mm dia annealed wire confirming to IS complete all as specified and as directed. | 15 | Kg | 140 ₹2,100 | 170 ₹2,550 | 180 ₹2,700 | 150 ₹2,250 | 120 ₹1,800 | 107 ₹1,605 | 105 ₹1,575 Lowest | 130 ₹1,950 |
| 10.00 | M&L for 75mm PCC 1:3:6 type C1 (using 20mm graded stone aggregate) as in plinth protection/ path/hardstanding even and smooth without using extra cement complete all as specified and as directed. | 30 | Sqm | 380 ₹11,400 | 340 ₹10,200 | 320 ₹9,600 Lowest | 750 ₹22,500 | 720 ₹21,600 | 360 ₹10,800 | 650 ₹19,500 | 790 ₹23,700 |
Tender Value
Refer Docs
EMD Value
₹48,300
Closing Date
1 Sept 2026, 6:00 pmClosed
GE PULGAON
GE PULGAON CAD PULGAON 442303
SPECIAL REPAIR OF SOLAR STREET LIGHT (08 X SOLAR STREET LIGHTS) AT CLP NO 33 INSIDE DEPOT AREA AND PROVN OF 01 X LADIES TOILET AND 05 X TOILET IN RA AT CAD PULGAON
2026_MES_784011_1
8413/E8
Open Tender
Civil Works
Item Rate
180 days
GE PULGAON
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE PULGAON
₹48,300
Yes
28 Sept 2026
11 Aug 2026
3 Sept 2026
11 Aug 2026
1 Sept 2026
25 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n. exc 15 cm deep, getting out in soft/loose soil complete all as specified and as directed. | 27.5 | Sqm | - | - |
| 2 | Excavation in trenches, n. exc.1.5m wide and n.exc. 1.5m deep n.exc.10 Sqm on plan and getting out hard/dense soil complete all as specified and as directed. | - | Cum | - | - |
| 3 | Excavation over areas n.exc. 1.5m deep for foundation n.exc.10 Sqm on plan and getting out hard/dense soil complete all as specified and as directed. | 12.15 | Cum | - | - |
| 4 | Excavation in post holes (Hard/dense soil) each n.exc.0.5 cum, getting out, RFR in and ramming earth or broken rubble mixed wth earth around in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc. 50m. | 8 | Each | - | - |
| 5 | M & L for RCC work Type B1 1:2:4 (using 20 mm graded aggregate) for Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. | 0.5 | Cum | - | - |
| 6 | M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams with fair finished surface complete al as specified and as directed. | 3.3 | Sqm | - | - |
| 7 | M & L for Cement concrete type D2(1:4:8) using 40mm graded stone aggregates as in foundation lean concrete complete all as specified and as directed. | 6.34 | Cum | - | - |
| 8 | M&L mild steel TMT bars 10 mm dia and over cut to length, bend to shape required, incl cranking bending spirally for hooking for column, hooking ends and binding with 0.9 mm dia annealed wire confirming to ISI complete all as specified and as directed. | 45 | Kg | - | - |
| 9 | M&L mild steel 6 to 8mm mm dia TMT bars as in stirrups, spacers and binders, bend to shape required, incl cranking bending spirally for hooking for column, hooking ends and binding with 0.9 mm dia annealed wire confirming to IS complete all as specified and as directed. | 15 | Kg | - | - |
| 10 | M&L for 75mm PCC 1:3:6 type C1 (using 20mm graded stone aggregate) as in plinth protection/ path/hardstanding even and smooth without using extra cement complete all as specified and as directed. | 30 | Sqm | - | - |
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