Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-Finance DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹6.7 L | L1 | Accepted-Finance IST LOSEST, REASONABLE RATE |
| 2 | L2₹7.0 LRejected-Finance DEHRADUN | ₹7.0 L | L2 | Rejected-Finance 2ND LOWEST |
| 3 | L3₹7.0 LRejected-Finance 20 C RAGHUVANSH ENCLAVE KALIDAS ROAD DEHRADUN | ₹7.0 L | L3 | Rejected-Finance 3RD LOWEST |
| Sl No | Description | Qty | Unit | TARUN ENGINEERING WORKS L1 | shreyansh construction L3 | SUBHASH GUPTA L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out soft/loose any type of soil | 36.31 | Cum | 125 ₹4,538.70 | 200 ₹7,261.92 | 170 ₹6,172.63 |
| 2.00 | Excavation in trenches not exc 1.50 mtr deep and not exc 1.50 mtr wide and getting out in any type of soil for foundation complete all as specified and directed by Engineer-in-Charge | 47.25 | Cum | 221 ₹10,442.25 | 300 ₹14,175 | 450 ₹21,262.50 |
| 3.00 | Excavating over areas , exc 1.5 m and not exceeding 3.0 M deep and getting out in any type of soil | 36.31 | Cum | 350 ₹12,708.36 | 400 ₹14,523.84 | 400 ₹14,523.84 |
| 4.00 | Excavating over areas , exc 3.00m and not exceeding 4.5 M deep and getting out in any type of soil | 36.31 | Cum | 400 ₹14,523.84 | 500 ₹18,154.80 | 400 ₹14,523.84 |
| 5.00 | M&L cement concrete type D2, 1:4:8 (40mm graded stone agg) in fdn, filling and mass concrete complete all as specified and directed. | 2.36 | Cum | 3,200 ₹7,562.50 | 2,800 ₹6,617.18 | 3,400 ₹8,035.15 |
| 6.00 | M&L brick work with old size sub class B bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified & directed | 27.7 | Cum | 4,200 ₹1.2 L | 3,500 ₹96,938.10 | 3,900 ₹1.1 L |
| 7.00 | Removing excavated material any type of soil n exc 50m and depositing where directed. | 131.51 | Cum | 125 ₹16,438.18 | 150 ₹19,725.82 | 160 ₹21,040.87 |
| 8.00 | Returning filling in, incl spreading levelling watering and ramming in layers n exc 25cm. | 12.31 | Cum | 90 ₹1,107.86 | 150 ₹1,846.44 | 150 ₹1,846.44 |
| 9.00 | M/L 15mm thick rendering in CM 1:4 on fair faces of brick or concrete surfaces finished even and smooth without using extra cement complete all as specified & directed | 71.36 | Sqm | 210 ₹14,985.60 | 180 ₹12,844.80 | 170 ₹12,131.20 |
| 10.00 | M&L precast cement concrete 1:2:4, type B1 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:4 | 1.6 | Cum | 7,500 ₹12,000 | 4,500 ₹7,200 | 4,500 ₹7,200 |
Updated dates
Tender Value
₹9.6 L
EMD Value
₹19,240
Closing Date
8 Jan 2026, 9:00 amClosed
AGE (I) RAIWALA
AGE (I) RAIWALA
PROVN OF RAIN WATER HARVESTING STRUCTURE AT HQ 6 MTN ARTY BDE AT RAIWALA MIL STN
2025_MES_744948_1
8118/E8
Open Tender
Civil Works
90 days
AGE (I) RAIWALA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
AGE (I) RAIWALA
₹19,240
Yes
18 Mar 2026
17 Dec 2025
10 Jan 2026
17 Dec 2025
8 Jan 2026
22 Dec 2025
17 Dec 2025 - 22 Dec 2025
Amount
Excavating over areas, n exc 1.5 m deep and getting out soft/loose any type of soil
Excavation in trenches not exc 1.50 mtr deep and not exc 1.50 mtr wide and getting out in any type of soil for foundation complete all as specified and directed by Engineer-in-Charge
Excavating over areas , exc 1.5 m and not exceeding 3.0 M deep and getting out in any type of soil
Excavating over areas , exc 3.00m and not exceeding 4.5 M deep and getting out in any type of soil
M&L cement concrete type D2, 1:4:8 (40mm graded stone agg) in fdn, filling and mass concrete complete all as specified and directed.
M&L brick work with old size sub class B bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified & directed
Removing excavated material any type of soil n exc 50m and depositing where directed.
Returning filling in, incl spreading levelling watering and ramming in layers n exc 25cm.
M/L 15mm thick rendering in CM 1:4 on fair faces of brick or concrete surfaces finished even and smooth without using extra cement complete all as specified & directed
M&L precast cement concrete 1:2:4, type B1 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:4
M & L for TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
S & F 110 mm bore PVC (SWR) Soil, waste and vent pipes single socketed in any length with rubber ring joints fixed to walls.
S&F in repair stack clamps out of 40mmx 3 mm flat iron including bolts and nuts and securing ends of stays to walls or roof with fastner for 100 mm pipe, complete all as specified and directed.
S & F 110 mm bore PVC (SWR) bends of any radius
S&F Pre-painted galvalume aluminium zinc coating AZ-150 GI based plain steel sheet 0.50mm thick of any 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 .
S & F MS flats as in columns and walls for holdfast Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165
Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer.
M&L Loose filling with aggregates of Broken stone boulders gauge 80 to 150 mm in soakage pits, soakage wells all as specified
M&L Rolled section as in main and cross beams hip and jack rafters purlins where connected to common rafters and running rails and guides for sliding doors fixed with angle cleats or oters connecting plates Fe-290 gde E-165 complete all as specified and directed
M&L salt glazed stoneware drain pipes 150 mm bore Grade A (ISI marked) laid in trenches and jointed with collars with following sizes laid on concrete bed,complete all as specified and directed.
M&L for PCC 1:4:8 type D2 concrete bed to drain pipes 150 mm bore incl packing under and haunching against the sides of pipe after they are laid & tested,complete all as specified and directed.
SUBHASH GUPTA (BID ID -3508737)
shreyansh construction (BID ID -3518916)
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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 • 0.35 MB
8118TENDER.pdf
Tender Documents • 1.41 MB
BOQ_834123.xls
BOQ • 0.31 MB
MAKEAPPROVAL.pdf
Additional Documents • 15.01 MB
Download all tender documents and submit your bid