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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.1 LAccepted-AOC VILL KASHNI NEAR AANCHAL DAIRY PO BIN PITHORAGARH UTTARAKHAND PIN 262508 | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262508 | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹99.3 L+₹4.3 L (4.50%)Rejected-Finance VILL SILPATA POST OFFICE PITHORAGARH DISTT PITHORAGARH UTTARAKHAND 262501 | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262501 | L2 | Rejected-Finance OTHER THAN LOWEST | |
| 3 | L3₹100.0 L+₹4.9 L (5.19%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST | |
| 4 | L4₹1.1 Cr+₹11.9 L (12.5%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN LOWEST | |
| 5 | L5₹1.1 Cr+₹16.5 L (17.3%)Rejected-Finance | L5 | Rejected-Finance OTHER THAN LOWEST |
Tender Value
₹98.2 L
EMD Value
₹1.7 L
Closing Date
20 Nov 2023, 6:00 pmClosed
CWE (Hills) PITHORAGARH
HQ CWE (HILLS) PITHORAGARH, Post Bharkatia Pithoragarh ( UK)PIN-262520
CWE/HILLS/PGH/40 OF 2023-2024 PROVN OF RCC COVER DRAIN AT MIL STN PITHORAGARH UNDER GE PITHORAGARH
2023_MES_623285_1
89978
Open Tender
Civil Works
Item Rate
240 days
PITHORAGARH
CLASS C
8 documents required · 8 mandatory
₹1,000
GE Pithoragarh
₹1.7 L
Yes
16 Dec 2023
14 Oct 2023
27 Nov 2023
14 Oct 2023
20 Nov 2023
6 Nov 2023
14 Oct 2023 - 1 Nov 2023
Amount
Excavation over area n exc 1.5 m deep and getting out in hard/ dense soil complete all as specified and directed.
Rough excavation n exc 1.5 m deep and getting out in hard/ dense soil complete all as specified and directed.
M&L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregates as in foundation filling and mass concrete complete all as specified and directed.
M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with ms wire (annealed) not less than 0.9mm dia complete all as specified and as directed.
M&L formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, plinth beams or similar works vertical or to batter for rough finished surface of concrete complete all as specified and as directed.
M&L formwork to faces of walls, retaining walls, abutments, parapets drain and similar work including attached pillasters, buttresses, etc.; vertical or to batter for rough finished surface of concrete complete all as specified and as directed.
M&L formwork to faces of walls, retaining walls, abutments, parapets drain and similar work including attached pillasters, buttresses, etc.; vertical or to batter for fair finished surface of concrete complete all as specified and as directed.
M&L formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surface of concrete complete all as specified and as directed.
M&L formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete rail ings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizon tal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and as directed.
M&L for reinforced cement concrete design mix M-30 (20mm graded aggregates) walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed.
M&L for reinforced cement concrete design mix M-30 (20mm graded aggregates) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed.
M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in surface channels and drain including formwork complete all as specified and directed.
M&L for provided precast cement concrete design mix M-30 (20mm graded aggregate) as in landings, cover slabs (for man hole etc.) chullah hoods, chajjas, troughs, mangers, shelves and similar articles set in cement mortar 1:4 complete all as specified and directed.
M&L for rendering 15mm thick on fair faces of brick work or concrete work in CM 1:4 finished fair and even complete all as specified and directed.
M&L for PVC pipe 75mm dia for as in weep holes complete all as specified and directed.
M&L for PVC pipe 110mm dia for as in weep holes complete all as specified and directed.
M&L for PVC pipe 50mm dia for as in weep holes complete all as specified and directed.
Hand packing (any thickness) at back of walls with broken stone boulders and raising (or lowering) to the required level complete all as specified and directed.
M&L for mild steel round bars (Fe-410-W Gde E-250) quality A or Fe-290 (Gde-E-165) 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with ms wire (annealed) not less than 0.9mm diaor securing with clips complete all as specified and as directed.
Returning, filling in including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
m/s RC punetha
RAMESH ADHIKARI
LAXMI DATT & J C PANT
M/S GD Punetha Son
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