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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 LAccepted-AOC VILLAGE POST JAGANOO TEHSIL UDHAMPUR JAGANOO UDHAMPUR1 UDHAMPUR JAMMU KASHMIR 182124 UDYAM JK 22 0011509 | UDHAMPUR | JAMMU AND KASHMIR | 182124 | L1 | Accepted-AOC BEING 1ST LOWEST BIDDER | |
| 2 | L2₹24.4 L+₹2.6 L (11.8%)Rejected-Finance VILLAGE CHANNI POST OFFICE SATTANI DISTT UDHAMPUR UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L2 | Rejected-Finance 2nd Lowest Bidder | |
| 3 | L3₹25.5 L+₹3.7 L (16.7%)Rejected-Finance | L3 | Rejected-Finance 3rd Lowest Bidder | |
| 4 | L4₹26.8 L+₹5.0 L (22.7%)Rejected-Finance 15 BOH ROAD DEFENCE ENCLAVE AMBALA CANTT 133001 HR | AMBALA | HARYANA | 133001 | L4 | Rejected-Finance 4th Lowest Bidder |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
13 May 2022, 6:00 pmClosed
GE ARMY DHAR ROAD UDHAMPUR
GE ARMY DHAR ROAD UDHAMPUR
CLEANING/ REPAIR OF SEWAGE LINE, MANHOLE, SEPTIC TANK AND SOAKAGE WELLS/PITS AT DHAR ROAD UNDER GE ARMY DHAR ROAD, UDHAMPUR
2022_MES_518365_1
8068/NIT-09/2022-23
Open Tender
Coal Works
Item Rate
240 days
Dhar Road
As per tender Documents
6 documents required · 6 mandatory
₹500
Garrison Engineer ( Army) Dhar Road Udhampur
₹60,000
Yes
1 May 2023
15 Apr 2022
16 May 2022
15 Apr 2022
13 May 2022
29 Apr 2022
Amount
Dismantling of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone-work and precast concrete articles complete all as specified.
Demolition of Concrete of any description and in any position not otherwise specifically provided for.
Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete all as specified.
Excavation in trenches, in any type of soil not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth; for foundation, etc. and getting out complete, all as specified.
All as per item No 4 above but exc 1.50m but not exc 3.00 mtr in depth.
Removing excavated spoil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified.
Returning filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each, complete, all as specified.
M&L for PCC 1:4:8, Type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete.
M&L for concrete bed to drain for 200 dia pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete PCC 1:4 : 8 type D-2(Using 40mm graded stone aggt) complete all as specified.
M&L for concrete bed to drain for 150 dia pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete PCC 1:4 : 8 type D-2 (Using 40mm graded stone agg) complete all as specified.
Demolition and breaking up SGSW drain pipes of 200 mm dia set in cement mortar incl PCC huanching and bedding complete all as specifed & directed.
S&F Reinforced concrete pipes, class NP2, 200 mm bore laid and jointed complete with collarslaid in trenches and jointed Concrete bed to drain pipes all as specified.
Demolition and breaking up SGSW drain pipes of 150 mm dia set in cement mortar incl PCC huanching and bedding complete all as specifed & directed.
S&F Reinforced concrete pipes, class NP2, 150 mm dia laid and jointed complete with collarslaid in trenches and jointed Concrete bed to drain pipes all as specified.
Cutting into existing manholes for connecting new drains, of 150 mm bore pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1, smooth finished, reforming benching as required, complete all as specified.
Cutting into existing manholes for connecting new drains, of 200 mm bore pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1, smooth finished, reforming benching as required, complete all as specified.
Dismantling of cast iron, AC / PVC pipes including all fittings and accessories, of 100/75 mm dia and in any position all as specified.
S&F PVC(SWR) pipes, 75 mm external dia double socketed in any length with rubber joints, fixed to walls etc with MS clamps complete all as specified. MAKE: SUPREME, FINOLEX, PRINCE .
S&F PVC (SWR) bends suitable for 75 mm external dia complete all as specified
S&F PVC (SWR) junction single, (single T) equal or unequal of 75mm dia
S&F PVC (SWR) junction single, (double T) equal or unequal of 75mm dia
S&F PVC (SWR) pipes, 110 mm external dia, type-B, ISI marked (IS:13592) double socketed in any length with rubber ring joints, fixed to walls etc with ms clampsspecified. MAKE: SUPREME, FINOLEX, PRINCE .
S&F PVC (SWR) bends suitable for 110 mm external dia complete all as specified
S&F PVC (SWR) junction single, (single T) equal or unequal of 110mm dia
S&F PVC (SWR) junction single, (double T) equal or unequal of 110mm dia
PVC (SWR) branch pieces single Y equal or un equal with access door confirming to IS: 14735, suitable for PVC soil waste discharge pipe 110mm size complete
PVC (SWR) branch pieces single Y equal or un equal with access door confirming to IS: 14735, suitable for PVC soil waste discharge pipe 75 mm size complete
Brickwork with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in CM(1:4)
All as per item No 28 above but except bricks.
Rendering 15mm thick on fair faces of brick work or concrete surfaces in CM(1:4) finished even and sooth w/o using extra cement
Precast RCC type B-1 (1:2:4), using 20 mm graded stone aggregates cover slabs for manholes, open drains etc. including all mouldings but excluding frame, set in cement mortar (1:4) complete all as specified.
M&L for RCC type B-1 (1:2:4), using 20 mm graded stone aggregates as in 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.
Mild steel TMT bars 10mm dia and over (and flat iron where quered),cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips or welded to flat iron complete all as specified.
Mild steel bars 6mm to 8mm dia (and flat iron where quered) ,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips or welded to flat iron complete all as specified.
Framed work as in opening of manhole of angle or other section with gusset plates, also fastening and fixing conforming to Fe-410 W Gide E-290, complete all as specified.
Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick
Plain Cement concrete(1:3:6), type D-2 (using 20mm gdd agg) as in surface channels and drains and benching including finishing the top benching even and smooth with using extra cement complete all as specified and directed.
M&L for cement concrete (1:2:4) type B-1(using 20mm graded agg) as in coping complete all as specified and directed.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, incl forms, moulds,mitred/stopped ends etc complete all as specified and directed
Soakage wells of size 1.80 Mtr dia x3.00m depth excavation in any types of soil, foundation in PCC 1:3:6 walls of honeycomb masonry with brick work all as shown in drg No CE/TDT1202/2003 top ring of M-25 concrete including intercepting chamber and screen chamber made of brick masonry in CM 1:4, RCC cover slabs in M-25/SFRC covers, interconnecting pipes of RCC/DWC complete filled with brick bats complete all as directed.
Soakage wells of size 1.2Mtr dia x3.00m depth excavation in any types of soil, foundation in PCC 1:3:6 walls of honeycomb masonry with brick work all as shown in drg No CE/TDT1202/2003 top ring of M-25 concrete including intercepting chamber and screen chamber made of brick masonry in CM 1:4, RCC cover slabs in M-25/SFRC covers, interconnecting pipes of RCC/DWC complete filled with brick bats complete all as directed.
M&L for demolition of existing old soakage well incl demolition of brick work PCC and refill the same up[to the existing ground level complete all as as specified and directed
Cleaning of blockage of bathroom kitchen by cleaning Nahani trops gually traps and removing of all the mud/sludgs and getting out washing thoroughly grating oof trap CI waste pipes by opening the cleaning eyes and depositing the slugs in a pit of suitable size at a distance exceeding 50 meters from the gully trap and converting the same with the soil obtained from the excevation and earthwork complete all as specifed and as directed by Engineer in charge (The The quoted rate rate include for keeping particular bathrrom kitchen undertaken once for cleaning fonctional for suit contract period.Note the contractor provide 04 skilled labour for (02 sewage cleaning labour and other two assist as a helper) and this authorised representative shall be coiled the complaints od all blockage from the complaints ceel/Engr in charge daily and all complaints will be rectified by the contractor with the same day and return the complaint slip after completion of complaint and get recieved from the concerned JE/Engr-in-Charge. If he fails to complete thew work wioth in same day sante day the recovery will be amde @300 complaint per day. (ii) work shall be foul condition necessary/Equipments to be adopted by the contractor any damage cause during cleaning shall be made good by the contractor to the entire satifiaction at the Enge in Charge without any extra cost to the govt.
Cleaning of blockage WC indian pattern or european for removing of all the mud/sludgs and getting out including cleaning SGSWG or GI pipe upto st manhole and depsoting the sludgs in a pit of suitable size at a distance exceeding 50 meters from the gully trap and converting the same with the soil obtained from the excevation and earthwork complete all as specifed and as directed by Engineer in charge (The The quoted rate rate include for keeping particular bathrrom kitchen undertaken once for cleaning fonctional for suit contract period.Note the contractor provide 04 skilled labour for (02 sewage cleaning labour and other two assist as a helper) and this authorised representative shall be coiled the complaints od all blockage from the complaints ceel/Engr in charge daily and all complaints will be rectified by the contractor with the same day and return the complaint slip after completion of complaint and get recieved from the concerned JE/Engr-in-Charge. If he fails to complete thew work wioth in same day sante day the recovery will be amde @300 complaint per day. (ii) work shall be foul condition necessary/Equipments to be adopted by the contractor any damage cause during cleaning shall be made good by the contractor to the entire satifiaction at the Enge in Charge without any extra cost to the govt.
M&L for cleaning of blocked sewage line, any type of dia in horizontal or vertical position from manhole to manhole drain pipes. Note:- Cleaning of sewage line of any type and dia or bore upto any depth by removing all filts/silts, foreign material and other deposits whatever completely and making the line free from all obstacles and tyesting the flow of sewer line evently, smoothly by filling water. The cleaning operation will be carried out in suitable length by blocking the first and last manhole of sewer line and removing the silt/sludge & deposits out side of defence land in covered van/Trolly all as specified and directed by Engr-in-Charge.rate.
Cleaning of sludge from septic tank and soakage well etc of any capacity and depth by dewatering, taking out mud/ sludge/quid, getting out and removing & depositing the sludge , complete all as specified and directed ( Note septic tank and soakage well be cleaned by Mechanical Vehicle ( Tanker) and Dewatering/Sludge to be thrown away outside of defence area.
PARAS RAM ASGOTRA AND SONS
sohtra and co
MAHADEV ENTERPRISES
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