Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.4 LAdmitted-Finance | ₹75.4 L | L1 | Admitted-Finance |
| 2 | L2₹75.4 L+₹197.02 (<0.01%)Admitted-Finance | ₹75.4 L+₹197.02 (<0.01%) | L2 | Admitted-Finance |
| 3 | L3₹75.4 L+₹394.04 (<0.01%)Admitted-Finance | ₹75.4 L+₹394.04 (<0.01%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Tah Enterprises L3 | JINAM ENTERPRISE L1 | GMG ENTERPRISE L2 |
|---|---|---|---|---|---|---|
| 1.00SH: Ringwell | ||||||
| 1.01 | Excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m.on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil as directed,within a lead of 50 m.c) Hard Rock requiring chiselling (where blasting is probihited) | 336.3 | Cum | 3,512 ₹11,81,085.6 Lowest | 3,512 ₹11,81,085.6 Lowest | 3,512 ₹11,81,085.6 Lowest |
| 1.02 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. | 65.6 | Cum | 458.5 ₹30,077.6 Lowest | 458.5 ₹30,077.6 Lowest | 458.5 ₹30,077.6 Lowest |
| 1.03 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete | 65.6 | Cum | 2,008 ₹1,31,724.8 Lowest | 2,008 ₹1,31,724.8 Lowest | 2,008 ₹1,31,724.8 Lowest |
| 1.04 | Providing and laying cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : | 94.2 | Cum | 9,555 ₹9,00,081 Lowest | 9,555 ₹9,00,081 Lowest | 9,555 ₹9,00,081 Lowest |
| 1.05 | Centring and shuttering including strutting proping etc. and removal of form work for:b) Walls including attached buttresses, pilasters etc | 1,884 | Sqm | 957 ₹18,02,988 Lowest | 957 ₹18,02,988 Lowest | 957 ₹18,02,988 Lowest |
| 1.06 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls(Internal) | 168 | Sqm | 859 ₹1,44,312 Lowest | 859 ₹1,44,312 Lowest | 859 ₹1,44,312 Lowest |
| 2.00Desiltation Work | ||||||
| 2.01 | Desiltation & dredging of drains by manual means (cleaning & lifting silt,mud , debris,garbages etc. average height of 1.2 to 1.5M and lead upto 20M from drain and transport for disposal at Dumping ground Chimpu for a average distance of 20 Km) for 1 Cum,or directed by Engineer-in-charge. | 394.04 | Cum | 3,134 ₹12,34,921.36 | 3,133 ₹12,34,527.32 Lowest | 3,133.5 ₹12,34,724.34 |
| 3.00R.Wall | ||||||
Tender Value
₹75.4 L
EMD Value
₹75,400
Closing Date
12 May 2026, 3:00 pmClosed
O/o EE, ND, IMC
O/o EE, ND, IMC
1. Augmentation of Water Supply at Pachin Colony, D-Sector, C-Sector and Barapani. 2. Desiltation and Dredging of Drainage System At Pachin Colony, D-Sector , C-Sector and Barapani, Naharlagun.3. C/o Flood Control Works Behind High C
2026_IMCAP_3440_1
IMC/EEND)/XVFC/NIT-3/2026-27/1
Open Tender
Civil Works
Item Rate
Naharlagun
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Payable To Executive Engineer ND
₹75,400
19 May 2026
5 May 2026
13 May 2026
6 May 2026
12 May 2026
6 May 2026
6 May 2026 - 11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SH: Ringwell | |||||
| 1.01 | Excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m.on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil as directed,within a lead of 50 m.c) Hard Rock requiring chiselling (where blasting is probihited) | 336.3 | Cum | 1.25 | ₹420.38 |
| 1.02 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. | 65.6 | Cum | - | - |
| 1.03 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete | 65.6 | Cum | 100 | ₹6,560 |
| 1.04 | Providing and laying cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : | 94.2 | Cum | 53 | ₹4,992.6 |
| 1.05 | Centring and shuttering including strutting proping etc. and removal of form work for:b) Walls including attached buttresses, pilasters etc | 1,884 | Sqm | 10 | ₹18,840 |
| 1.06 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls(Internal) | 168 | Sqm | 11 | ₹1,848 |
| 2Desiltation Work | |||||
| 2.01 | Desiltation & dredging of drains by manual means (cleaning & lifting silt,mud , debris,garbages etc. average height of 1.2 to 1.5M and lead upto 20M from drain and transport for disposal at Dumping ground Chimpu for a average distance of 20 Km) for 1 Cum,or directed by Engineer-in-charge. | - | Cum | 10 | - |
| 3R.Wall | |||||
stage.html
html • 0.03 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 • 1.27 MB
BOQ_3637.xls
BOQ • 0.37 MB
SBDPackageI.pdf
Tender Documents • 1.18 MB
Corrigendum.pdf
PDF • 0.13 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .