Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 CrAccepted-AOC LAKSHMI NAGAR BASTI WARD NO 03 211 GUYARATIAN JASPUR KHURD KASHIPUR DISTRICT UDHAM SINGH NAGAR | UDAM SINGH NAGAR | UTTARAKHAND | 244712 | ₹5.3 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹5.4 CrRejected-Finance JAKHANI BAND PO BIN PITHORAGARH UK PIN 262501 | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262501 | ₹5.4 Cr | L2 | Rejected-Finance rejected being to be 2nd lowest |
| 3 | L3₹5.5 CrRejected-Finance | ₹5.5 Cr | L3 | Rejected-Finance rejected being to be 3rd lowest |
| 4 | L4₹5.7 CrRejected-Finance N A | PALWAL | HARYANA | 121004 | ₹5.7 Cr | L4 | Rejected-Finance rejected being to be 4th lowest |
| 5 | L5₹5.7 CrRejected-Finance 09 DADU BAGH MARKET KANKHAL HARIDWAR JV M S REVAN SINGH BISHT VILLAGE BHANAULI POST HATT GAON TEHRI GARHWAL | HARIDWAR | HARIDWAR | UTTARAKHAND | ₹5.7 Cr | L5 | Rejected-Finance rejected being to be 5th lowest |
| Sl No | Description | Qty | Unit | goyal and sons L5 | M/s Mahalaxmi Construction L4 | shamsher singh saun L2 | KUMAR TRADERS L1 | rajesh goel thekedar L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | 274.16 | Kg | 105 ₹28,786.80 | 103 ₹28,238.48 | 105 ₹28,786.80 | 98.5 ₹27,004.76 | 100 ₹27,416 |
| 2.00 | Carriage of Materials By Mechanical Transport including loading,unloading and stacking Earth Beyond 5 km upto 10 km per km | 2,063.47 | Cum | 325 ₹6.7 L | 326 ₹6.7 L | 200 ₹4.1 L | 253.8 ₹5.2 L | 225 ₹4.6 L |
| 3.00 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm | 30 | Sqm | 835 ₹25,050 | 839 ₹25,170 | 850 ₹25,500 | 780.5 ₹23,415 | 825 ₹24,750 |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. | 13.75 | Cum. | 145 ₹1,993.75 | 146 ₹2,007.50 | 200 ₹2,750 | 136.11 ₹1,871.51 | 140 ₹1,925 |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 1.35 | Cum. | 5,375 ₹7,256.25 | 5,375 ₹7,256.25 | 5,400 ₹7,290 | 4,998.82 ₹6,748.41 | 5,300 ₹7,155 |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 0.43 | Cum. | 6,495 ₹2,792.85 | 6,496 ₹2,793.28 | 6,800 ₹2,924 | 6,041.67 ₹2,597.92 | 6,490 ₹2,790.70 |
| 7.00 | Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 11.44 | Cum | 8,335 ₹95,352.40 | 8,332 ₹95,318.08 | 8,000 ₹91,520 | 7,750 ₹88,660 | 8,330 ₹95,295.20 |
| 8.00 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 4.75 | Cum. | 6,025 ₹28,618.75 | 6,028 ₹28,633 | 5,000 ₹23,750 | 5,727.24 ₹27,204.39 | 6,020 ₹28,595 |
| 9.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 940.99 | Cum | 155 ₹1.5 L | 161 ₹1.5 L | 100 ₹94,099 | 150.3 ₹1.4 L | 50 ₹47,049.50 |
| 10.00 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 42.21 | Cum | 1,755 ₹74,078.55 | 1,751 ₹73,909.71 | 1,000 ₹42,210 | 1,628.6 ₹68,743.21 | 50 ₹2,110.50 |
Tender Value
₹5.7 Cr
EMD Value
₹11.4 L
Closing Date
27 Sept 2025, 5:00 pmClosed
GM Construction Wing UKPJN Haldwani
OFFICE OF THE GENERAL MANAGER (KUMAUN), CONSTRUCTION WING, UTTARAKHAND PEYJAL NIGAM, E-32 JUDGE FARM, HALDWANI, DISTRICT-NAINITAL 263139
CONSTRUCTION OF ADMINISTRATIVE BUILDING OF FIRE STATION CHAMPAWAT DISTRICT CHAMPAWAT
2025_MDPEY_86701_1
1839/nivida lohaghat/201 dt 29/8/2025
Open Tender
Civil Works
540 days
CHAMPAWAT
as per tender documents
2 documents required · 2 mandatory
₹11,800
PM CONSTRUCTION UNIT UKPJN LOHAGHAT
₹11.4 L
GM Construction Wing UKPJN Haldwani
18 Dec 2025
30 Aug 2025
4 Oct 2025
30 Aug 2025
27 Sept 2025
8 Sept 2025
4 Sept 2025
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.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 • 1.78 MB
BOQ_102883.xls
BOQ • 0.55 MB
Download all tender documents and submit your bid