Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.5 LAdmitted-Finance | ₹44.5 L | L1 | Admitted-Finance |
| 2 | L2₹46.1 LAdmitted-Finance GROUND FLOOR HOTEL SHALIMAR DELANJPUR SRI VIJAYA PURAM 744 102 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | ₹46.1 L | L2 | Admitted-Finance |
| 3 | L3₹47.0 LAdmitted-Finance NEAR PLAYGROUND BIRDLINE CALICUT POST PORT BLAIR 744105 | PORT BLAIR | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹47.0 L | L3 | Admitted-Finance |
| 4 | L4₹47.4 LAdmitted-Finance | ₹47.4 L | L4 | Admitted-Finance |
| 5 | L5₹48.3 LAdmitted-Finance OPP CCS GARACHARMA PORT BLAIR 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹48.3 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Harjas Construction & Waterproofing Co L7 | GAYATRI ENTERPRISES L1 | M/S AMBER PAVER PRODUCTS L2 | M/s Sriya Enterprises L6 | PALANI ENTERPRISES L3 | ANITA VARMA ENTERPRISES L4 | RS ENGINEERING WORK L8 | DEEPAK AGENCIES L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation exc.30cm deep but n.exc.50cm and averaging 15 cm deep & getting out in soft/loose soil complete all as specified and directed. | 517 | Sqm | 170 ₹87,890 | 100 ₹51,700 | 120 ₹62,040 | 140 ₹72,380 | 155 ₹80,135 | 150 ₹77,550 | 145 ₹74,965 | 165 ₹85,305 |
| 2.00 | Excavation in trenches n. exc 1.5m wide and n. exc 1.5m in depth in soft/loose soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out etc., complete all as specified and directed. | 41.76 | Cum | 560 ₹23,384.20 | 450 ₹18,790.88 | 460 ₹19,208.45 | 460 ₹19,208.45 | 480 ₹20,043.60 | 470 ₹19,626.03 | 470 ₹19,626.03 | 480 ₹20,043.60 |
| 3.00 | Excavating over areas, n exc 1.5 m deep and getting out in foundation etc. and getting out in hard/ dense soil complete all as specified and directed | 59.4 | cum | 530 ₹31,482 | 500 ₹29,700 | 510 ₹30,294 | 550 ₹32,670 | 600 ₹35,640 | 520 ₹30,888 | 520 ₹30,888 | 520 ₹30,888 |
| 4.00 | Excavating over areas, depth exc 1.5m but n. exc 3.0m and getting out in hard/ dense soil complete all as specified and directed. | 23.76 | cum | 650 ₹15,444 | 600 ₹14,256 | 620 ₹14,731.20 | 650 ₹15,444 | 650 ₹15,444 | 640 ₹15,206.40 | 630 ₹14,968.80 | 650 ₹15,444 |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm using available soil obtained from excavation | 33.84 | Cum | 330 ₹11,168.68 | 300 ₹10,153.35 | 320 ₹10,830.24 | 350 ₹11,845.57 | 340 ₹11,507.13 | 320 ₹10,830.24 | 330 ₹11,168.68 | 350 ₹11,845.57 |
| 6.00 | Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. | 325.8 | Cum | 380 ₹1.2 L | 350 ₹1.1 L | 370 ₹1.2 L | 370 ₹1.2 L | 380 ₹1.2 L | 370 ₹1.2 L | 380 ₹1.2 L | 380 ₹1.2 L |
| 7.00 | M & L for hardcore of gauge n exc 63 mm deposited spread and levelled in layers n exc 15 cm thick watered and rammed to a true surface of broken stone or boulders | 103.4 | Cum | 4,350 ₹4.5 L | 4,000 ₹4.1 L | 4,200 ₹4.3 L | 4,200 ₹4.3 L | 4,100 ₹4.2 L | 4,300 ₹4.4 L | 4,200 ₹4.3 L | 4,200 ₹4.3 L |
| 8.00 | M&L for providing 150 mm thick, PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in sub base of floors etc., complete all as specified and directed. | 517 | Sqm | 1,280 ₹6.6 L | 1,250 ₹6.5 L | 1,250 ₹6.5 L | 1,260 ₹6.5 L | 1,290 ₹6.7 L | 1,250 ₹6.5 L | 1,280 ₹6.6 L | 1,250 ₹6.5 L |
| 9.00 | M & L for 150 mm thick PCC Type B-1 (1:2:4) Using 20 Mm graded stone Agg as in foundation, filling and mass concrete all as specified and directed. | 517 | Sqm | 2,000 ₹10.3 L | 1,900 ₹9.8 L | 1,950 ₹10.1 L | 1,950 ₹10.1 L | 1,980 ₹10.2 L | 1,970 ₹10.2 L | 1,950 ₹10.1 L | 2,000 ₹10.3 L |
| 10.00 | M&L formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits of foundation (if any) and plinth beams for rough finished surfaces of concrete, flat, complete all as specified and as directed. | 64.15 | Sqm | 580 ₹37,207 | 550 ₹35,282.50 | 570 ₹36,565.50 | 560 ₹35,924 | 570 ₹36,565.50 | 570 ₹36,565.50 | 560 ₹35,924 | 580 ₹37,207 |
Tender Value
₹44.5 L
EMD Value
₹89,000
Closing Date
19 May 2026, 6:00 pmClosed
GE, Minniebay, Sri Vijaya Puram
GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103
8752/E8- PROVISION OF PCC DRAIN AND PAVING PARALLEL TO DISPERSAL AND RE-ROUTING OF DRAINAGE ALONG WITH CULVERT AT CGAE (SVP) NAYAGAON, SRI VIJAYA PURAM
2026_MES_762433_1
8752/E8
Open Tender
Civil Works
180 days
GE, Minniebay, Sri Vijaya Puram
Please refer Tender documents.
13 documents required · 13 mandatory
₹500
Yes
GE, Minniebay
₹89,000
Yes
29 May 2026
28 Apr 2026
21 May 2026
28 Apr 2026
19 May 2026
12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc.30cm deep and averaging 15 cm deep & getting out in soft/loose soil complete all as specified and directed. | 135 | Sqm | 53.1 | ₹7,168.5 |
| 2 | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in soft/loose soil complete all as specified and as directed. | 52 | Cum | 383.7 | ₹19,952.4 |
| 3 | Excavation over areas n.exc.1.5m deep and getting out in soft/ loose soil complete all as specified and directed. | 71.5 | Cum | 258.5 | ₹18,482.75 |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm using available soil obtained from excavation complete all as directed. | 100 | Cum | 139.1 | ₹13,910 |
| 5 | Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. | 40 | Cum | 320.4 | ₹12,816 |
| 6 | M & L for PCC 1:3:6 type C2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 143 | Cum | 5,862 | ₹8,38,266 |
| 7 | M&L formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits of foundation (if any) and plinth beams for rough finished surfaces of concrete, flat, complete all as specified and as directed. | 52 | Sqm | 316.72 | ₹16,469.44 |
| 8 | M&L for Cement concrete 1:3:6 type C2 (using 40mm graded stone aggregate) Cement concrete in surface channels and drains etc., complete all as specified and directed. | 9.5 | Cum | 5,924.2 | ₹56,279.9 |
| 9 | M&L Pre-cast cement concrete block masonry with solid blocks, exc. 10 cm in width type C-1 (1:3:6) using 20mm graded stone aggregate and setting in cement mortar (1:4) complete all as specified and directed. | 15 | Cum | 8,532.5 | ₹1,27,987.5 |
| 10 | M&L for rendering 15mm thick plaster in CM (1:4) on concrete or block masonry surfaces and finishing the surfaces even and fair complete all as specified and as directed. | 139.5 | Sqm | 304.24 | ₹42,441.48 |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.32 MB
8752TENDER.pdf
Tender Documents • 0.90 MB
BOQ_854033.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid