Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAdmitted-Finance | ₹7.7 L | L1 | Admitted-Finance |
| 2 | L2₹8.3 L+₹63,829.60 (8.28%)Admitted-Finance | ₹8.3 L+₹63,829.60 (8.28%) | L2 | Admitted-Finance |
| 3 | L3₹9.0 L+₹1.3 L (16.5%)Admitted-Finance | ₹9.0 L+₹1.3 L (16.5%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 51 HANUMAN COLONY GALI NO 4 CHAK 5 E CHHOTI SRI GANGANAGAR RAJ | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | SHAHID MALIK L1 | M/s SHEETAL KOTWAL L3 | Nirmal Sharma L2 |
|---|---|---|---|---|---|---|
| 1.00Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 Sq. m on plan), including dressing of sides & remaining of bottoms , lift upto 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m | ||||||
| 1.10 | All kinds of soil. | 72.88 | Cum | 70 ₹5,101.6 Lowest | 160 ₹11,660.8 | 150 ₹10,932 |
| 2.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level. | ||||||
| 2.10 | 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) | 48.5 | Cum | 2,000 ₹97,000 Lowest | 3,500 ₹1,69,750 | 3,400 ₹1,64,900 |
| 2.20 | 1:3:6 (1 Cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 20 mm nominal size). | 80.54 | Cum | 3,000 ₹2,41,620 Lowest | 4,000 ₹3,22,160 | 3,800 ₹3,06,052 |
| 2.30 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) | 14.34 | cum | 3,800 ₹54,492 Lowest | 4,500 ₹64,530 | 4,200 ₹60,228 |
| 3.00Centring and shuttering including strutting, propping etc. and removal of form for | ||||||
| 3.10 | Foundations, footings, bases of columns etc. for mass concrete. | 201.77 | sqm | 50 ₹10,088.5 Lowest | 170 ₹34,300.9 | 170 ₹34,300.9 |
| 4.00Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | ||||||
| 4.10 | Hot finished welded type tubes | 439.41 | kg | 110 ₹48,335.1 | 100 ₹43,941 Lowest | 100 ₹43,941 Lowest |
Tender Value
₹11 L
EMD Value
₹22,000
Closing Date
15 Sept 2025, 4:00 pmClosed
Estates Officer
Estates Division, SKUAST-J, Main Campus, Chatha
Fencing of Nursery and Germplasm Bank, draining and irrigation facility at Main Campus, Chatha
2025_SKUST_286243_2
AU/Estates/2025-26/07 dated 19-08-2025
Open Tender
Civil Works
Item Rate
180 days
Main Campus Chatha
Please refer tender documents
4 documents required · 4 mandatory
₹500
Assistant Comptroller Estates Division, SKUAST-J
₹22,000
18 Sept 2025
1 Sept 2025
16 Sept 2025
1 Sept 2025
15 Sept 2025
1 Sept 2025
Amount
Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 Sq. m on plan), including dressing of sides & remaining of bottoms , lift upto 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m
All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering. All work upto plinth level.
1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size)
1:3:6 (1 Cement : 3 coarse sand(zone-III) : 6 graded stone aggregate 20 mm nominal size).
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
Centring and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns etc. for mass concrete.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Hot finished welded type tubes
12 mm cement plaster of mix :
1:6 (1 cement: 6 coarse sand)
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per meter cost of total length of barbed wire used.
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.
Providing and fixing welded wire mesh fabric fencing of required width in mesh size 25x25 mm made of M.S. wire of dia 2 mm including stengthening with nuts, bolts and washers as required over and including priming coat complete as per the directions of Engineer-in-Charge.
Providing and laying 60mm thick cement concrete interlocking paver block of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the directions of Engineer-in-charge.
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Circular tank
Providing and fixing G.I. pipes (Medium) complete with G.I. fittings and clamps, i/c trenching and refilling.
50 mm dia nominal bore
Nirmal Sharma (BID ID -2509167)
M/s SHEETAL KOTWAL (BID ID -2508919)
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.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
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 .