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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC JAKHANI BAND PO BIN PITHORAGARH UK PIN 262501 | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262501 | ₹1.9 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹2.0 Cr+₹2.8 L (1.47%)Rejected-Finance VILL SILPATA POST OFFICE PITHORAGARH DISTT PITHORAGARH UTTARAKHAND 262501 | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262501 | ₹2.0 Cr+₹2.8 L (1.47%) | L2 | Rejected-Finance Not Being L1 bidder |
| 3 | L3₹2.1 Cr+₹18.9 L (9.79%)Rejected-Finance 93 BAPUJI NAGAR ITC ROAD SAHARANPUR 247001 UP | SAHARANPUR | UTTAR PRADESH | 247001 | ₹2.1 Cr+₹18.9 L (9.79%) | L3 | Rejected-Finance Not Being L1 bidder |
| 4 | L4₹2.2 Cr+₹26.3 L (13.6%)Rejected-Finance H NO 02 BALLUPUR ROAD DEHRADUN UK PIN 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹2.2 Cr+₹26.3 L (13.6%) | L4 | Rejected-Finance Not Being L1 bidder |
| 5 | L5₹2.3 Cr+₹39.6 L (20.5%)Rejected-Finance 232 1 D SHIVLOK KANKARKHERA DISTT MEERUT UP PIN 250001 | MEERUT | MEERUT | UP | 250001 | ₹2.3 Cr+₹39.6 L (20.5%) | L5 | Rejected-Finance Not Being L1 bidder |
| Sl No | Description | Qty | Unit | M/S SAMSHER SINGH SAUN L1 | M/s J P Traders L7 | m/s RC punetha L2 | M/S VIJAY TRADERS L4 | Shikhar ji Enterprises L5 | M/S G. S. MATIYANI AND SONS L6 | G.H. INFRASTRUCTURE PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, in any type of soil n.exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 sq m on plan and n.exc 1.5 m in depth and getting out the excavated soil complete all as specified and directed. | 720.69 | Cum | 100 ₹72,069 Lowest | 300 ₹2,16,207 | 200 ₹1,44,138 | 400 ₹2,88,276 | 150 ₹1,08,103.5 | 300 ₹2,16,207 | 290 ₹2,09,000.1 |
| 2.00 | Excavation over area, any type of soil n exc 1.5m deep and getting out complete all as specified and directed. | 1,276.8 | Cum | 200 ₹2,55,360 | 350 ₹4,46,880 | 200 ₹2,55,360 | 420 ₹5,36,256 | 170 ₹2,17,056 Lowest | 350 ₹4,46,880 | 300 ₹3,83,040 |
| 3.00 | M&L for laying in position up to groung level plain cement concrete of 1:4:8 type D-2 using 40 mm graded stone aggregate excluding the cost of form work complete all as specified and directed. | 137.28 | Cum | 5,000 ₹6,86,400 | 3,200 ₹4,39,296 Lowest | 4,500 ₹6,17,760 | 4,800 ₹6,58,944 | 4,500 ₹6,17,760 | 3,200 ₹4,39,296 Lowest | 3,800 ₹5,21,664 |
| 4.00 | M&L for laying in position ready mixed or site batched design mix cement concrete of M 30 grade with minimum cement content of 350 Kg/cum for reinforced cement concrete work up to ground level in retaining walls/drain, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ordinary Portland/Portland Slag cement, admixture in recommended proportion as per IS: 9103 to accelerate/retard setting of concrete to improve durability and workability without impairing strength: including pumping of concrete to site of laying ,curing ,carriage for all leads, excluding the cost of formwork and reinforcement complete all as specified and directed.
Note: In the event of increase in quantity of cement content as per design mix, nothing extra shall be admissible and quoted rate are deemed to include for the same. | 722.64 | Cum | 8,000 ₹57,81,120 | 10,000 ₹72,26,400 | 8,000 ₹57,81,120 | 7,800 ₹56,36,592 | 8,600 ₹62,14,704 | 9,000 ₹65,03,760 | 7,200 ₹52,03,008 Lowest |
| 5.00 | M&L for PCC 1:3:6 for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms ,moulds, mitred/stopped ends etc. complete all as specified and as directed. | 32.5 | Cum | 4,000 ₹1,30,000 Lowest | 6,500 ₹2,11,250 | 5,200 ₹1,69,000 | 4,500 ₹1,46,250 | 5,000 ₹1,62,500 | 6,500 ₹2,11,250 | 5,600 ₹1,82,000 |
| 6.00 | M&L for use & waste of form work etc. and removal of form work for Retaining Walls, return walls, drain (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. for fair finish complete all as specified and directed. | 3,341.64 | Sqm | 380 ₹12,69,823.2 | 350 ₹11,69,574 | 180 ₹6,01,495.2 Lowest | 250 ₹8,35,410 | 250 ₹8,35,410 | 350 ₹11,69,574 | 380 ₹12,69,823.2 |
| 7.00 | M&L for Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto ground level, for retaining wall, drain etc. complete all as specified and directed. | 46,080.27 | Kg | 80 ₹36,86,421.6 Lowest | 100 ₹46,08,027 | 92.5 ₹42,62,424.98 | 94 ₹43,31,545.38 | 103 ₹47,46,267.81 | 90 ₹41,47,224.3 | 99 ₹45,61,946.73 |
| 8.00 | M&L for structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position complete all as specified and directed. | 4,539 | Kg | 100 ₹4,53,900 Lowest | 110 ₹4,99,290 | 125 ₹5,67,375 | 135 ₹6,12,765 | 117 ₹5,31,063 | 130 ₹5,90,070 | 125 ₹5,67,375 |
| 9.00 | M&L for Epoxy paint (two or more coats) on steel work at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete all as specified and directed. | 122.38 | Sqm | 150 ₹18,357 | 500 ₹61,190 | 100 ₹12,238 | 200 ₹24,476 | 100 ₹12,238 | 500 ₹61,190 | 75 ₹9,178.5 Lowest |
| 10.00 | M&L for returning filling in excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, in soft/loose soil complete all as specified and directed. | 1,103.62 | Cum | 100 ₹1,10,362 | 100 ₹1,10,362 | 100 ₹1,10,362 | 75 ₹82,771.5 Lowest | 75 ₹82,771.5 Lowest | 100 ₹1,10,362 | 150 ₹1,65,543 |
Tender Value
₹2.3 Cr
EMD Value
₹3.1 L
Closing Date
19 Feb 2026, 6:00 pmClosed
Chief Engineer (RnD) Delhi
HQ CE (RnD) Delhi Probyn Road Delhi-54
PROVN OF RETAINING WALLS, RAINWATER DRAINS AND PCC PATHS IN TECHNICAL AREA AT DIBER FIELD STATION, PITHORAGARH UNDER AGE (I) RnD HALDWANI
2026_MES_749611_1
CE RnD/DLI-38/HLD/2025-26
Open Tender
Civil Works
Item Rate
365 days
Pithoragah
As per tender documents
9 documents required · 9 mandatory
₹2,000
AGE (I) RnD Haldwani
₹3.1 L
Yes
21 Apr 2026
22 Jan 2026
26 Feb 2026
22 Jan 2026
19 Feb 2026
12 Feb 2026
Excavation in trenches, in soft/loose soil n.exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n.exc 10 sq m on plan and n.exc 1.5 m in depth and getting out the excavated soil complete all as specified and directed.
M&L for laying in position up to groung level plain cement concrete of 14:8 type D-2 using 40 mm graded stone aggregate excluding the cost of centring and shuttering complete all as specified and directed.
M&L for laying in position ready mixed or site batched design mix cement concrete of M 30 grade with minimum cement content of 350 Kg/cum for reinforced cement concrete work up to ground level in retaining walls/drain, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ordinary Portland/Portland Slag cement, admixture in recommended proportion as per IS: 9103 to accelerate/retard setting of concrete to improve durability and workability without impairing strength: including pumping of concrete to site of laying ,curing ,carriage for all leads, excluding the cost of formwork and reinforcement complete all as specified and directed. Note: In the event of increase in quantity of cement content as per design mix, nothing extra shall be admissible and quoted rate are deemed to include for the same.
M&L for PCC 1:3:6 for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms ,moulds, mitred/stopped ends etc. complete all as specified and as directed.
M&L for use & waste of form work etc. and removal of form work for Retaining Walls, return walls, drain (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. for fair finish complete all as specified and directed.
M&L for Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto ground level, for retaining wall, drain etc. complete all as specified and directed.
M&L for structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position complete all as specified and directed.
M&L for Epoxy paint (two or more coats) on steel work at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete all as specified and directed.
M&L for returning filling in excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, in soft/loose soil complete all as specified and directed.
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres complete all as specified and directed.
M&L for Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete all as specified and directed.
M&L for cement concrete work in pavement/Hard standing of flexural strength 40Kg/Sqcm in field using minimum 400 Kgs of cement per cum thickness of concrete 25cm or less over HDPE sheet complete all as specified and directed. Note:-(i) HDPE sheet shall be measured & paid separately. (ii) In the event of increase in quantity of cement content as per design mix, nothing extra shall be admissible and quoted rate are deemed to include for the same.
M&L for 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over and including 20 mm thick sand cushioning with overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed.
M&L for fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) complete all as specified and directed.
M&L for filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge Using grade 'A' sealing compound conforming to IS: 1834 complete all as specified and 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&L for laying in position ready mixed or site batched design mix cement concrete M 30 grade with minimum cement content of 350 Kg/cum for reinforced cement concrete work above ground level in retaining walls, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ordinary Portland/Portland Slag cement, admixture in recommended proportion as per IS: 9103 to accelerate/retard setting of concrete to improve durability and workability without impairing strength: including pumping of concrete to site of laying ,curing ,carriage for all leads: but excluding the cost formwork , and reinforcement as per direction of engineer-in-charge, complete all as specified and directed. Note: In the event of increase in quantity of cement content as per design mix, nothing extra shall be admissible and quoted rate are deemed to include for the same.
M&L for use & waste of formwork for foundations, footings, bases for columns etc. for fair finish complete all as specified and directed.
M&L for laying in position ready mixed or site batched design mix concrete M 15 grade with minimum cement content of 240 Kg/cum cement concrete for plain cement concrete work ,using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ordinary Portland/Portland Slag cement, admixture in recommended proportion as per IS: 9103 to accelerate/retard setting of concrete to improve durability and workability without impairing strength: including pumping of concrete to site of laying ,curing ,carriage for all leads: but excluding the cost of formwork and reinforcement as per direction of engineer-in-charge , upto ground level complete all as specified and directed. Note:- In the event of increase in quantity of cement content as per design mix, nothing extra shall be admissible and quoted rate are deemed to include for the same.
S&F Thermo-Mechanically Treated bars of grade Fe-550D or more Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete above ground level, for retaining wall etc. complete all as specified and directed.
M&L for fixing unplasticised Rigid PVC rain water pipe Single socketed pipes 110 mm dia conforming to IS:13592 Type A, during casting of concrete complete all as specified and directed.
Supplying, filling, spreading & levelling coarse sand as in back fill of invert filter of retaining wall as shown on drawing, in the required thickness, for all leads & lifts, complete all as specified and directed.
Supplying, filling, spreading & levelling stone of size range 4cm to 6cm as in back fill of invert filter of retaining wall as shown on drawing, in the required thickness, for all leads & lifts, complete all as specified and directed.
Supplying, filling, spreading & levelling stone of size range 1.25cm to 2cm as in back fill of invert filter of retaining wall as shown on drawing, in required thickness over gravel layer, for all leads & lifts, complete all as specified and directed.
Providing & fixing 50mm thick Non Bituminous High Resilient Joint Filler Board conforming to IS-1838 with 12mm thick Elastomeric polysulphide Sealant (on both faces of stem only) and fixed with 20 Gauge Aluminium Sheet on both side face of Crumple Joint fixed with 40mm MS Screw fixed with rawel plug holes on sides shall be of elliptical shape complete all as per size drawing complete all as specified and directed.
S & F 150mm Wide 10 mm thick PVC Water Bar/stopper complete all as specified and directed.
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