Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.1 LAccepted-AOC | ₹28.1 L Quoted ₹28.4 L | L1 | Accepted-AOC Being L1 the work stands awarded after negotiation |
| 2 | L2₹30.9 L+₹2.5 L (8.77%)Rejected-AOC NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | ₹30.9 L+₹2.5 L (8.77%) | L2 | Rejected-AOC Being L2 the bid is rejected |
| Sl No | Description | Qty | Unit | neelam kumar L1 | Vinay Kumar L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as directed, for all kinds of soils within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 33.69 | Cum | 200 ₹6,738 Lowest | 280 ₹9,433.2 |
| 2.00 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, not exceeding 80 mm dia dia within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 805 | Rmt | 200 ₹1,61,000 Lowest | 230 ₹1,85,150 |
| 3.00 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, exceeding 80 mm dia but not 300 mm dia within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 3,037 | Rmt | 200 ₹6,07,400 Lowest | 230 ₹6,98,510 |
| 4.00 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 1.52 | Cum | 6,500 ₹9,880 Lowest | 6,800 ₹10,336 |
| 5.00 | Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 2.1 | Cum | 6,000 ₹12,600 Lowest | 6,500 ₹13,650 |
| 6.00Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in : | |||||
| 6.01 | Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 0.95 | Cum | 8,500 ₹8,075 Lowest | 9,800 ₹9,310 |
| 6.02 | In walls (any thickness),in retaining walls,return walls, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 4.18 | Cum | 9,000 ₹37,620 Lowest | 10,000 ₹41,800 |
| 7.00Centering and shuttering including strutting, propping etc. and removal of form work for: | |||||
| 7.01 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 87.4 | Sqm | 490 ₹42,826 Lowest | 500 ₹43,700 |
Tender Value
Refer Docs
EMD Value
₹37,100
Closing Date
23 Dec 2025, 10:30 amClosed
O/o District Project Manager,HPCDP (P-II) Hamirpur
O/o District Project Manager,HPCDP (P-II)-JICA-ODA Hamirpur
Providing Distribution system in Lift Irrigation Schemes at Mandholi, G.P Mandholi,Vill Mandholi,Tehsil Amb,Distt Una (H.P) under HPCDP (P-II)-JICA-ODA
2025_HPCDP_123501_1
No. Agr. HMR. DPMU (G) (7) P-II 2025-26 Vol-I Tender File-2342 Dt 10.12.2025
Open Tender
Civil Works - Lift Irrigation Schemes
Item Wise
180 days
Mandholi, Amb
Refer to Bid Document
19 documents required · 19 mandatory
₹1,500
DPM Hamirpur
₹37,100
Administrative Builiding,HPCDP (P-II)-JICA-ODA
20 Aug 2026
16 Dec 2025
23 Dec 2025
16 Dec 2025
23 Dec 2025
16 Dec 2025
18 Dec 2025
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as directed, for all kinds of soils within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, not exceeding 80 mm dia dia within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, exceeding 80 mm dia but not 300 mm dia within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in foundation & plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
In walls (any thickness),in retaining walls,return walls, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Centering and shuttering including strutting, propping etc. and removal of form work for:
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer in gratings,frames,guard bar,ladder,railings,brackets,gates and similar works complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 125 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 110 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing & Fixing of 63 mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing & Fixing of 63 mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
75 mm;PN 6 class,PE-80
90mm;PN 6 class,PE-80
110 mm ;PN 6 class,PE-100
125 mm ;PN 6 class,PE-100
100 mm dia,G.I Pipe-Road Crossing (RD 13 to 19) OL-1 to OL-4
100 mm dia,G.I Pipe-Road Crossing (RD 75 to 81) OL-15 to OL-18
100 mm dia,G.I Pipe-Road Crossing (RD 55 to 61) MDT-2 to OL-32
Providing & Fixing CI Sluice Valve 100 mm dia @ 10.2 Kg/cmˆ2 (PN-1.0) Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 44.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
Providing & Fixing CI Sluice Valve 125 mm dia @ 10.2 Kg/cmˆ2 (PN-1.0) Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 56.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.
Rising main from RD 195 to RD 201
OL-1 to OL-4,RD-13 to 19
OL-15 to OL-18,RD-75 to 81
MDT-2 to OL-32,RD 55 to RD 61
Providing & making Gabion Structure with mechanically woven double twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS:-16014:2012,MORTH Clause 2500,of required size,Mesh Type 10*12 (D:-100 mm with tolerance of =/-2% )Zinic+PVC coated,Mesh wire diameter 2.7/3.7 mm,mechanically edged/slevedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per metre of mesh perpendicular to twist,tying with lacing wire of diameter 2.2/3.2mm(ID/OD),supplied @3% by weight of gabion boxes,filled with boulders with least dimension of 200 mm,as per drawing,all complete as per directions of Engineer-in-Charge.
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
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 3.49 MB
BOQ_181387.xls
BOQ • 0.31 MB
BidDocumentMandholi.pdf
Tender Documents • 1.27 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 .