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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.5 LAccepted-Finance RANGAPAHAR RAILWAY CROSSING GATE NO 1 DIMAPUR 797112 NAGALAND | DIMAPUR | NAGALAND | 797112 | L1 | Accepted-Finance Lowest Bidder | |
| 2 | L2₹42.0 L+₹2.5 L (6.35%)Rejected-Finance EAST VIVEKANANDAPALLY RABINDRA SARANI SILIGURI 734 006 DIST DARJEELING W B | JALPAIGURI | WEST BENGAL | 734006 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹44.7 L+₹5.2 L (13.2%)Rejected-Finance AMRITBASTI GARIGHURA PO SHIMULBARI PS KURSEONG DIST DARJEELING WB PIN CODE 734409 | 734409 | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹45.0 L+₹5.5 L (14.0%)Rejected-Finance | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | L5₹45.2 L+₹5.7 L (14.6%)Rejected-Finance NEW BANSBARI NH 34 PO JHALJHALIA DIST MALDA PIN 732 102 | MALDAH | WEST BENGAL | 732102 | L5 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | Embee associates L2 | MAURYA CONSTRUCTIONS L1 | ELECTRO WIR WAY L9 | M/s TRIMURTI ASSOCIATE L3 | BIMAN CHAKRABORTY L7 | MASSIVE CONSTRUCTION L6 | M/S EASTERN ENGINEERING L5 | A K ENTERPRISES L8 | M/s B. K. Ghosh and Co. L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| .09Note 1:- (Applicable for all parts/items) : The bidders/contractors are advised to read tender documents & all corrigendum / amendments and general condition of contracts before entry / quoting the rates. Note 2:- Attention to bidder is hereby invited to upload revised BOQ if published during their bid submission. Uploading of incorrect / pre-revised BOQ shall be treated as non-bonafide and rejected. Fixed credit has been given in tender documents which shall be taken into account during acceptance of bid / tender. | ||||||||||||
| 1.00 | B/R ITEMS
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 120 | Sqm | 15 ₹1,800 Lowest | 50 ₹6,000 | 270 ₹32,400 | 30 ₹3,600 | 50 ₹6,000 | 45 ₹5,400 | 27 ₹3,240 | 280 ₹33,600 | 27 ₹3,240 |
| 2.00 | Excavation in trenches in soft/loose soil not exceeding 1.5 mtr deep and not exceeding 1.5 mtr wide for laying of cable and erection of poles and getting out for foundation not exe.10 sqm on plan area complete all as specified and directed. | 40 | Cum | 280 ₹11,200 | 250 ₹10,000 Lowest | 290 ₹11,600 | 285 ₹11,400 | 300 ₹12,000 | 290 ₹11,600 | 285 ₹11,400 | 300 ₹12,000 | 284 ₹11,360 |
| 3.00 | Excavation in post holes in soft/loose soil (similar holes) each n exc 0.5 cum , getting out, returning ,filling in and ramming earth in layers not exceeding 25 cm complete all as specified and directed. | 80 | Each | 100 ₹8,000 Lowest | 400 ₹32,000 | 110 ₹8,800 | 110 ₹8,800 | 150 ₹12,000 | 126 ₹10,080 | 102 ₹8,160 | 120 ₹9,600 | 105 ₹8,400 |
| 4.00 | Returning, filling in including spreading, leveling, watering and well ramming excavated soft/loose soil in layers complete all as specified and directed. | 19.7 | Cum | 100 ₹1,970 Lowest | 210 ₹4,137 | 110 ₹2,167 | 110 ₹2,167 | 150 ₹2,955 | 129 ₹2,541.3 | 102 ₹2,009.4 | 120 ₹2,364 | 105 ₹2,068.5 |
| 5.00 | Removing excavated material n.exceeding 50 m and depositing at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 31 | Cum | 120 ₹3,720 | 150 ₹4,650 | 130 ₹4,030 | 125 ₹3,875 | 160 ₹4,960 | 130 ₹4,030 | 125 ₹3,875 | 140 ₹4,340 | 110 ₹3,410 Lowest |
| 6.00 | M&L for PCC 1:4:8 type D-2 (40mm graded aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 19.08 | Cum | 3,800 ₹72,504 Lowest | 5,000 ₹95,400 | 4,500 ₹85,860 | 4,210 ₹80,326.8 | 4,300 ₹82,044 | 4,219 ₹80,498.52 | 4,220 ₹80,517.6 | 4,300 ₹82,044 | 4,275 ₹81,567 |
| 7.00 | S&F for steel work in tubular trusses, purlins incl special shaped washers onforming to IS:1161-1998 grade St-240 etc complete using ERW or induction butt welded tubes including gusset plate including erection of vertical supports for holding purlins, raftors etc baseplates , nuts & bolts etc. complete all as specified and directed. | 3,235 | Kg | 142 ₹4,59,370 | 130 ₹4,20,550 Lowest | 150 ₹4,85,250 | 150 ₹4,85,250 | 180 ₹5,82,300 | 157 ₹5,07,895 | 150 ₹4,85,250 | 167 ₹5,40,245 | 152 ₹4,91,720 |
| 8.00 | S&F plates plain or chequred channels square cut or notched (ordinary and counter sunk) forming holes without any attachment confirming Fe-410W (Gde-E-250) quality-A complete all as specified and directed. | 350 | Kg | 155 ₹54,250 | 140 ₹49,000 Lowest | 170 ₹59,500 | 170 ₹59,500 | 167 ₹58,450 | 175 ₹61,250 | 166 ₹58,100 | 185 ₹64,750 | 168 ₹58,800 |
| 9.00 | S&F Rolled mild steel in Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment -S&F - Fe 410 -W (Gde-E-250) quality-B complete all as specified and directed. | 10 | Kg | 158 ₹1,580 | 140 ₹1,400 Lowest | 175 ₹1,750 | 170 ₹1,700 | 168 ₹1,680 | 179 ₹1,790 | 168 ₹1,680 | 187 ₹1,870 | 169 ₹1,690 |
Tender Value
₹43.1 L
EMD Value
₹86,200
Closing Date
1 Aug 2026, 6:00 pmClosed
Garrison Engineer Sukna
Garrison Engineer Sukna, Post-Simulbari, Dist-Darjeeling, WB-734009
SPL REPAIR OF OR LIVING LINE BLDG NO T 221 PROVN OF SHED AT VARIUOUS LOCATION AT REPTA AND STORE ROOM AT TRG AREA UNDER AGE B/RII AND AGE E/M OF GE SUKNA AT MIL STN SUKNA
2026_MES_778003_1
GE Sukna/9093
Open Tender
Civil Works
Works
180 days
SUKNA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE SUKNA
₹86,200
9 Oct 2026
11 Jul 2026
3 Aug 2026
12 Jul 2026
1 Aug 2026
25 Jul 2026
12 Jul 2026 - 1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | B/R ITEMS
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and directed. | 120 | Sqm | - | - |
| 2 | Excavation in trenches in soft/loose soil not exceeding 1.5 mtr deep and not exceeding 1.5 mtr wide for laying of cable and erection of poles and getting out for foundation not exe.10 sqm on plan area complete all as specified and directed. | 40 | Cum | - | - |
| 3 | Excavation in post holes in soft/loose soil (similar holes) each n exc 0.5 cum , getting out, returning ,filling in and ramming earth in layers not exceeding 25 cm complete all as specified and directed. | 80 | Each | - | - |
| 4 | Returning, filling in including spreading, leveling, watering and well ramming excavated soft/loose soil in layers complete all as specified and directed. | 19.7 | Cum | - | - |
| 5 | Removing excavated material n.exceeding 50 m and depositing at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 31 | Cum | - | - |
| 6 | M&L for PCC 1:4:8 type D-2 (40mm graded aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 19.08 | Cum | - | - |
| 7 | S&F for steel work in tubular trusses, purlins incl special shaped washers onforming to IS:1161-1998 grade St-240 etc complete using ERW or induction butt welded tubes including gusset plate including erection of vertical supports for holding purlins, raftors etc baseplates , nuts & bolts etc. complete all as specified and directed. | 3,235 | Kg | - | - |
| 8 | S&F plates plain or chequred channels square cut or notched (ordinary and counter sunk) forming holes without any attachment confirming Fe-410W (Gde-E-250) quality-A complete all as specified and directed. | 350 | Kg | - | - |
| 9 | S&F Rolled mild steel in Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment -S&F - Fe 410 -W (Gde-E-250) quality-B complete all as specified and directed. | 10 | Kg | - | - |
| 10 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall ,fixed with self tapping screws complete all as specified and directed. | 902.42 | Sqm | - | - |
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