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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAccepted-AOC CANTT ROAD KASHNI BIN PITHORAGARH UTTARAKHAND 262520 | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262520 | ₹17.5 L | L1 | Accepted-AOC being L1 and reasonable |
| 2 | L2₹18.9 LRejected-Finance | ₹18.9 L | L2 | Rejected-Finance Being other than L1 |
| 3 | L3₹19.4 LRejected-Finance VILL SILPATA POST OFFICE PITHORAGARH DISTT PITHORAGARH UTTARAKHAND 262501 | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262501 | ₹19.4 L | L3 | Rejected-Finance Being other than L1 |
| 4 | L4₹19.5 LRejected-Finance | ₹19.5 L | L4 | Rejected-Finance Being other than L1 |
| 5 | L5₹20.2 LRejected-Finance | ₹20.2 L | L5 | Rejected-Finance Being other than L1 |
| Sl No | Description | Qty | Unit | shivam builders L5 | m/s RC punetha L3 | M/S GD Punetha Son L10 | m/s vishnu kumar agarwal L1 | m/s harish kumar punera L8 | M/s Rana Enterprises L6 | M/s Kashnyal Engineers L4 | hem chandra joshi L2 | DEEPAK CHANDRA KAPRI L7 | M/S HIRA CHAND L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| .05DESCRIPTION OF ITEMS | |||||||||||||
| 1.00 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in hard/ dense soil all as spd and directed | 168 | Each | 100 ₹16,800 | 100 ₹16,800 | 55 ₹9,240 | 80 ₹13,440 | 200 ₹33,600 | 100 ₹16,800 | 350 ₹58,800 | 50 ₹8,400 | 100 ₹16,800 | 320 ₹53,760 |
| 2.00 | M&L PCC 1:3:6 type C-2 using 40mm graded stone aggregates as in foundation, posts filling and mass concrete complete all as specified and directed. | 26 | Cum | 3,900 ₹1.0 L | 4,000 ₹1.0 L | 5,000 ₹1.3 L | 2,800 ₹72,800 | 6,000 ₹1.6 L | 2,000 ₹52,000 | 6,990 ₹1.8 L | 3,900 ₹1.0 L | 2,500 ₹65,000 | 5,000 ₹1.3 L |
| 3.00 | Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in any type of soil, complete all as specified and directed. | 60 | Cum | 280 ₹16,800 | 250 ₹15,000 | 350 ₹21,000 | 300 ₹18,000 | 350 ₹21,000 | 200 ₹12,000 | 480 ₹28,800 | 225 ₹13,500 | 200 ₹12,000 | 400 ₹24,000 |
| 4.00 | Returning filling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in anhy type of soil complete all as specified and directed. | 12 | Cum | 40 ₹480 | 300 ₹3,600 | 85 ₹1,020 | 60 ₹720 | 100 ₹1,200 | 200 ₹2,400 | 135 ₹1,620 | 100 ₹1,200 | 120 ₹1,440 | 100 ₹1,200 |
| 5.00 | Removing excavated material exceeding 250M but not exc 500m and depositing where directed complete all as specified and directed. | 48 | Cum | 70 ₹3,360 | 250 ₹12,000 | 120 ₹5,760 | 150 ₹7,200 | 300 ₹14,400 | 200 ₹9,600 | 490 ₹23,520 | 100 ₹4,800 | 100 ₹4,800 | 30 ₹1,440 |
| 6.00 | M&L for providing plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation and mass concrete complete all as specified and directed. | 15 | Cum | 3,200 ₹48,000 | 4,000 ₹60,000 | 5,000 ₹75,000 | 2,500 ₹37,500 | 5,000 ₹75,000 | 2,000 ₹30,000 | 5,300 ₹79,500 | 3,200 ₹48,000 | 3,500 ₹52,500 | 3,500 ₹52,500 |
| 7.00 | M&L for stone masonry walling of random rubble uncoursed, well bonded, bedded and solidly hearted built in CM 1:6. | 64 | Cum | 3,800 ₹2.4 L | 3,800 ₹2.4 L | 4,000 ₹2.6 L | 3,500 ₹2.2 L | 3,500 ₹2.2 L | 4,000 ₹2.6 L | 3,500 ₹2.2 L | 2,700 ₹1.7 L | 2,500 ₹1.6 L | 4,000 ₹2.6 L |
| 8.00 | M & L for providing precast cement concrete bonders (for stone walling) type B1 (1:2:4) using 20 mm graded stone aggregate, set in cm 1:6 complete all as specified and directed. | 1.5 | Cum | 6,000 ₹9,000 | 5,000 ₹7,500 | 5,000 ₹7,500 | 6,000 ₹9,000 | 8,000 ₹12,000 | 4,000 ₹6,000 | 10,000 ₹15,000 | 4,500 ₹6,750 | 6,500 ₹9,750 | 8,000 ₹12,000 |
| 9.00 | Hand packing (any thickness) at back of walls with broken stone or boulders and raising (or lowering) to the required level complete all as specified and directed. | 0.5 | Cum | 1,600 ₹800 | 1,200 ₹600 | 900 ₹450 | 1,000 ₹500 | 1,500 ₹750 | 500 ₹250 | 1,000 ₹500 | 2,200 ₹1,100 | 1,800 ₹900 | 1,200 ₹600 |
Updated dates
Tender Value
₹24.7 L
EMD Value
₹49,500
Closing Date
20 Mar 2026, 6:00 pmClosed
GE Pithoragarh
GE Pithoragarh Post - Bharkatiya Pithoragarh - 262520
GE/PGH/90 of 2025-26
2026_MES_753292_1
8747/PTH/E8
Open Tender
Civil Works
120 days
Pithoragarh
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE Pithoragarh
₹49,500
Yes
29 Apr 2026
19 Feb 2026
23 Mar 2026
19 Feb 2026
20 Mar 2026
6 Mar 2026
20 Feb 2026 - 26 Feb 2026
DESCRIPTION OF ITEMS
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in hard/ dense soil all as spd and directed
M&L PCC 1:3:6 type C-2 using 40mm graded stone aggregates as in foundation, posts filling and mass concrete complete all as specified and directed.
Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in any type of soil, complete all as specified and directed.
Returning filling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in anhy type of soil complete all as specified and directed.
Removing excavated material exceeding 250M but not exc 500m and depositing where directed complete all as specified and directed.
M&L for providing plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation and mass concrete complete all as specified and directed.
M&L for stone masonry walling of random rubble uncoursed, well bonded, bedded and solidly hearted built in CM 1:6.
M & L for providing precast cement concrete bonders (for stone walling) type B1 (1:2:4) using 20 mm graded stone aggregate, set in cm 1:6 complete all as specified and directed.
Hand packing (any thickness) at back of walls with broken stone or boulders and raising (or lowering) to the required level complete all as specified and directed.
S&F 75mm bore PVC(SWR) pipes single socketed for weep holes , in any length ,as in weep holes complete all as specified and directed.
Extra over stone walling for hammer dressing with maximum depression on face form straight edge held against the surface n.exc 40mm in lime or sand stone dressing to face stone and dressing of face beds and joints of random rubble walling complete all as specified and directed.
Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in CM 1:4
M & L PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in coping including weathering, throating and necessary form work complete all as specified and directed.
M&L precast cement concrete Block Masonary with solid blocks type C1 1:3:6 20mm graded stone aggregate exc 10 cm in width, 25 cm in depth, 15cm in height and setting in mortar 1:6 .
M&L for 15mm thick rendering on fair faces of brick/ concrete surfaces in CM 1:4 finished even and fair complete all as specified and directed.
M&L for applying two coat of cement base paint over a coat of alkali resistant primer on new plastered surfaces of wall all as specified incl prepration of surface
S&F mild steel angles, tees, flats, C section, MS square bars, MS Tubes etc as in steel gates, steel posts and struts in fencing, grills including embedding in concrete and screwing etc. including cut to shape as directed, drilling holes, notching for wire etc including all necessary drilling, bolting, welding or riveting and similar work conforming to FE-290 Gde E-165 complete all as specified and directed.
M&L preparation of new surface of any description and applying two coats of synthetic enamelled paint over a coat of red oxide primer on steel surface over 10cm width or girth complete all as specified and directed.
Supply only Chain link MS Galvanised fencing any size or type complete all as specified and directed.
Fixing only Chain link fencing including line wires,any mesh,size and type to any type of standard, rails, straining bolts, etc. including provision of binding wire complete all as specified and directed.
S&f Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)
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