Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-AOC | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹23.5 L+₹6.3 L (36.4%)Rejected-AOC | L2 | Rejected-AOC Rejected due to not being L1 | |
| 3 | L3₹27.3 L+₹10.0 L (58.1%)Rejected-AOC NEW HOSPITAL ROAD UDHAMPUR UDHAMPUR UDHAMPUR UDHAMPUR JAMMU KASHMIR 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L3 | Rejected-AOC Rejected due to not being L1 | |
| 4 | L4₹28.0 L+₹10.7 L (62.3%)Rejected-AOC | L4 | Rejected-AOC Rejected due to not being L1 | |
| 5 | L5₹30.4 L+₹13.2 L (76.5%)Rejected-AOC 21 JHAMRI 151 JHAMRI JHAMRI ROHTAK HARYANA 124142 UDYAM HR 07 0030314 | JHAJJAR | HARYANA | 124142 | L5 | Rejected-AOC Rejected due to not being L1 |
Tender Value
Refer Docs
EMD Value
₹80,000
Closing Date
17 Nov 2023, 6:00 pmClosed
GE NORTH UDHAMPUR
Garrison Engineer North, Udhampur, J and K
GE/U(N)-57/2023-24 REPAIR AND CLEANING OF SEWAGE LINE/ MANHOLES SEPTIC TANKS AND CONNECTED ITEMS WKS IN NCVD ASC BNS EME BNS WKSP AREA UNDER AGE B/R-II OF GE (N) UDHAMPUR
2023_MES_624019_1
GE/U(N)-57/2023-24
Open Tender
Civil Works
Item Rate
330 days
GE NORTH UDHAMPUR
Please refer the tender documents
7 documents required · 7 mandatory
₹500
GE NORTH UDHAMPUR
₹80,000
Yes
27 Dec 2023
21 Oct 2023
20 Nov 2023
21 Oct 2023
17 Nov 2023
4 Nov 2023
Amount
Cleaning of blocked Manhole n.exc 1.5 mtr deep and removing all silt, residue sludge both organic and inorganic nature including any type of foreign material and removing waste material/ sludge etc to a distance n.exc 50 mtr including digging, burrying in ground complete all as specified and as directed by Engr-in-Charge. Note :(i) Work shall be done in foul conditions, necessary precautionary measures/ equipments to be adopted by the contractor. (ii) The solid or semi solid sludge shall be burried in pits and fully covered with a layer of lime powder and earth. (iii) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and refixing man hole covers. (iv) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt.
All as per item No 01 herein before, but depth of man hole exc 1.5 mtr but n. Exc 3.00 mtr completed all specified and directed by Engr-in -Charge.
All as per item No 01 herein before, but depth of man hole exc 3.0 mtr but n. Exc 6.00 mtr completed all specified and directed by Engr-in -Charge.
All as per item No 01 herein before, but gully traps completed all specified and directed by Engr-in -Charge.
Cleaning of blockage in sewage line of 100 mm dia of sewer line (i.e branch sewer line, main sewage line, etc) in any depth and in any situations by way of cleaning/ desludging foreign materials as well as blockage of sewage line in between successive manholes by manually or mechanically and removing sludge etc to a distance n. exc 50 mtr including digging, burrying in ground and ensuring high standard of hygiene and sanitation complete alongwith necessary cleaning with rods, pumps Bamboos if necessary, chemicals as required and all other required tools all as specified complete all as specified and as directed by Engr-in-Charge. Note :(i) Work shall be done in foul conditions, necessary precautionary measures/ equipments to be adopted by the contractor. (ii) The solid or semi solid sludge shall be burried in pits and fully covered with a layer of time powder and earth. (iii) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and refixing man hole covers. (iv) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt.
All as per item No 05 herein, but 150 mm dia of sewage line.
All as per item No 05 herein, but 200 mm dia of sewage line.
Cleaning, desludging and Dewatering of existing septic tanks of any capacity (10 users to 500 users) including inlet and outlet chambers and soakage well, taking out sludge water by mechanical pump and equipment, filling in closed tank attached with tractor or truck etc and removing the same outside form population as identified by MC committee of Udhampur are complete all as specified and as directed by Engr-in-Charge. Note :(i) Work shall be done in foul conditions, necessary precautionary measures/ equipments to be adopted by the contractor. (ii) Measurement of item shall be taken as effected measurement of septic tank which is occupied by the volume of sludge/water. (iii) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and re-fixing man hole covers. (iv) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt
Systematically Cleaning of blockage of WC Indian, Orrisa pattern or European type and bathroom/ kitchen including cleaning of Nahani traps/ gully traps/ floor by removing of all the mud/ sludge and getting out including cleaning of SGSW or CI pipe upto 1st manhole and depositing the sludge in a pit of suitable size at a distance not exceeding 50 metres from the gully trap and covering the same with the soil obtained from excavation of pit including all excavations and earth work complete and ensuring high standard of hygiene and sanitation complete alongwith necessary cleaning alongwith rods, pumps Bamboos if necessary, chemicals as required and all other required tools all as specified and day to day directed by Engr-in-Charge. The quoted rate includes for keeping particular BLOCK under taken once for cleaning, functional for full contract period.) Note :(i) The contractor should provide 04 people (02 sewage cleaning people & 02 helpers) and his authorised representative shall collect the complaints of all blockage form complaint cell/ Engr-in-Charge daily ad all complaints will be rectified by the contractor with in same day and return the complaint slip after completion of complaint and get receipt from concerned JE/Engr-in-Charge. If he fails to complete the work with in same day then recovery will be made @300.00 per complaint per day. (ii) Work shall be done in foul conditions, necessary precautionary measures/ equipments to be adopted by the contractor. (iii) Measurement of item shall be taken as effected measurement of septic tank which is occupied by the volume of water. (iii) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and refixing man hole covers. (iv) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt.
Excavation in trenches, exc 1.5 mtr in depth for foundation or for shafts, wells, casspits, manholes, pier holes etc, exc 10 Sqm on plan and n.exc 1.5 mtr in depth and getting out in any type of soil, complete all as specified and directed by Engr-in-Charge.
Excavation in trenches, n. Exc 1.5 mtr wide and exc 1.5 mtr in depth but n. exc 3.00 mtr in depth, for foundation , laying of pipes and cable etc or for shafts, wells, casspits, manholes, pier holes etc, n.exc 10 Sqm on plan and n.exc 1.5 mtr in depth but n.exc 3.00 mtr in depth and getting out in any type of soil, complete all as specified and directed by Engr-in-Charge.
Returning, filling in, including spreading, levelling, watering and well ramming in layers n. exc 25 cm, in any type of soil, complete all as per specified and directed by Engr-in-Charge
Removing excavated material (soil) to a distance not exceeding 50m and deposited where directed at a level not exceeding 1.50m from the starting point, complete all as specified and as directed by Engr-in-Charge.
Dismantling of cast iron drain pipes, jointed in cement mortar and taking out of trenches (if required), of 75/100mm dia pipes, complete all as specified and as directed by Engr-in-Charge.
Demolition and breaking up of drain pipe of 150mm to 300 mm dia Salt glazed ware, AC or reinforced concrete) set in cement mortar, complete all as specified and directed by Engr-in-Charge.
Concrete bed to drain pipes of bore 150mm including packing under, and haunching against the sides of pipes after they are laid and tested in cement concreted 1:4:8 type D-2 using 40mm graded crushed stone aggregate including necessary shuttering and supports, complete all as specified and as directed Engr-in-Charge. Note :- (i) Thickness of bed below barrel of pipe-10cm. (ii) Width of bed :- outer dia of pipe plus 30 cm.
All as per item No 16 here in before, but 200 mm dia of pipe.
M&L Reinforced concrete pipe Class NP2 laind and jointed complete with collars internal diameter 150 mm laid in trenches and complete all as specified and as directed by Engr-in-Charge. Conform to IS 458-2003.
M&L Reinforced concrete pipe Class NP2 laind and jointed complete with collars internal diameter 200 mm laid in trenches and complete all as specified and as directed by Engr-in-Charge. Confirming to IS 458-2003.
M&L 100mm bore cast iron soil waste and vent pipes, sand cast, in any length with or without ears, with cement joints laid in trenches or in floors etc, complete all as specified and as directed by Engr-in-Charge.
M&L 50mm bore cast iron soil waste and vent pipes, sand cast, in any length with or without ears, with cement joints laid in trenches or in floors etc, complete all as specified and as directed by Engr-in-Charge.
M&L 100mm bore cast iron soil waste and vent pipes, sand cast, in any length with or without ears, with cement joints but fixed in walls, complete all as specified and as directed by Engr-in-Charge.
S&F 75mmbore cast iron soil waste and vent pipes, sand cast, in any length with or without ears, with joints fixed pm walls, complete all as specified and as directed by Engr-in-Charge.
S&F cast iron bends (any radius), diminishing pieces or tapers (larger bore measured) for 100mm bore of pipe, fixed in repair, complete all as specified and as directed by Engr-in-Charge.
S&F cast iron bends (any radius), diminishing pieces or tapers (larger bore measured) for 75mm bore of pipe, fixed in repair, complete all as specified and as directed by Engr-in-Charge.
S&F Stack clamps made out of 50mm by 5mm flat iron and 16mm dia round iron stays 100 mm Bore of pipe, including bolts and nuts and securing ends of stays to wall or roof
S&F Stack clamps out of 50mm by 5mm flat iron and 16mm dia round iron stays 75 mm Bore of pipe, including bolts and nuts and securing ends of stays to wall or roof
S&F cast iron oval access door, fixed in repair for 100/75mm bore of pipe, complete all as specified and directed by Engr-in-Charge.
Demolition of cement cencrete (reinforced) of any description and in any position not otherwise specifically provide for, complete all as specified and directed by Engr-in-Charge.
M&L Precast cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in cover slabs (for manholes/drainetc). And smilar articles with plain faces/ as required for drain cover, set in cement mortar 1:6, complete all as specified and directed by Engr-in-Charge.
M&L RCC M-25 as in slabs type B-1 (using 20mm graded crushed stone aggregate) as in slabs supported on wall, beams etc or similar works, complete all as specified and directed by Engr-in-Charge.
S&F TMT bars 8mm dia and over as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for cloumns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia), complete all as specified and directed by Engr-in-Charge.
Cleaning of CI pipes 100/75mm bore by rodding and inserting jute bag to clean out the residue material and well flushing with water, making functional upto satisfaction of Engr-in-Charge.
PCC 1:4:8, type D-2 (40mm graded stone aggregate) as in foundation, filling and mass concrete etc, complete all as specified and directed by Engr-in-Charge.
Demolition of brick work or stone masonry bult in cement mortar including all quoins arches, pillar etc but excluding ashlar facing, dressed sone work and precast concrete articles, complete all as specified and directed by Engr-in-Charge.
Brick work with sub class 'B' bricks, straight or curved on plan exceeding 6 metre mean radius, using old siz bricks, built in cement mortar 1:4, complete all as specified and directed by Engr-in-Charge.
All as per item No 36 herein before, but except bricks. Note- Old bricks obtained against dismantling shall be used.
Cement concrete 1:2:4 type B-1 (Using 20mm graded crushed stone aggregate) as in surface channel or drain etc, complete all as specified and directed by Engr-in-Charge.
Extra for forming fair finished drain or channel upto 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ens etc, complete all as specified and directed by Engr-in-Charge.
15 mm thick rendering on fair faces of brick/concete surfaces in cemnt mortar 1:4,mixed with water proofing compund, and finished even and smooth without using extra cement, complete all as specified and directed by Engr-in-Charge.
Supply only integral water proofing compund conforming to IS-2645, complete all as specified and directed by Engr-in-Charge.
Cutting into existing manholes for connecting new drains (internal dia of pipe n. Exc 200 mm), 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 (using 20mm graded crushed stone aggregate) smooth finished, and reforming benching , complete all as specified and directed by Engr-in-Charge.
Use and waste formwork to sides and soffits of suspended slab such as roof sla, floor slab, landings and smiilar work not exceeding 200mm thick (horizontal or slopping) for rough finshed surface of concrete flat, complete all as specified and directed by Engr-in-Charge.
M&L loose filling with broken bricks of guage 80 to 150mm as in soakage pits including cleaning of existing sludge and other foreign materials, complete all as specified and directed by Engr-in-Charge.
S&F Vitreous china squatting pan, 'Orissa' pattern, size 580 x 440 mm white with integral foot rests exclusing flushing cistern but including connection to trap, anti syphonage pipe etc, fixed in repairs, complete all as specified and directed by Engr-in-Charge.
S&F Vitreous china wash down water closet pan 'P' or 'S' trap Pedestal pattern), white with PVC seat cover, including fixing bolts, connection to drain pipe (or out going pipe) and to flushing pipe, antisyphonage pipe etc, fixed in repair, complete all as specified and directed by Engr-in-Charge.
S&F PVC (SWR) bends any radius, for 110mm bore of pipe, fixed with rubber ring joint, fixed in repair, complete all as specified and directed by Engr-in-Charge.
S&F 110mm bore PVC pipe single socketed in any length with rubber ring joints, fixed to wall, complete all as specified and directed by Engr-in-Charge.
S & F PVC low level flushing cistern 10 ltrs capacity, valve less, syphonic action type, white with inlet ball valve, float and hanle including brackets, PVC 32 mm dia flushing pipe etc, fixed in repairs, complete all as specified and directed by Engr-in-Charge. Make-CERA cat Part No. B1020101, Jaquar or hindware as approved by GE, complete all as specified and directed by Engr-in-Charge.
S&F in repairs plastic water closet seat, black or white colour, closet pattern with flat bottom and cover mild steel chromium plated or aluminum plated or aluminum hinging device, complete all as specified and directed by Engr-in-Charge.
Demolition of cement concrete of any description and in position, not otherwise described, complete all as specified and directed by Engr-in-Charge.
Providing 50mm thick PCC 1:2:4 type B1 using 20mm graded aggregate as in floor/path finished even and smooth without using extra cement, complete all as specified and directed by Engr-in-Charge.
S&F Viterous china Urinals, half stall large coloured make CERA including connection PVC waste pipe of adequate dia and size CP grating with hole and urinal push valve make ''jaquar'' including fittings fixed in repair, complete all as specified and directed by Engr-in-Charge.
S&F PVC (SWR) floor trap plain with grating including jointing with solvent cement, size 75mm, complete all as specified and directed by Engr-in-Charge.
M&L for cleaning of PVC/RCC Water tanks of any type upto 1000 Ltrs capacity with chemical complete all as specified and directed by Engr-in-Charge.
Supply and fixing PVC (SWR) gully trap of size 150 x 110 mm, setting and jointing with solvent cement, complete all as specified and directed by Engr-in-Charge.
Dismatling, floor, hearth or wall tilling including cement mortar bedding (but not backing), removing rubbish of the Premises complete all as specified and directed by Engr-in-Charge.
M&L Non-skid coloured ceramic tiles 7 to 8mm thick (square/rectagular) area of each tile exceeeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in while or coloured cement ot match the shade of tiles, laid over and incl 15 mm thick 1:4 screed bed complete all as specified and directed by Engr-in-Charge.
sohtra and co
MAHAJAN TRADING CO
s l sharma and sons
KUMAR CONSTRUCTION CO
DURGA CONSTRUCTION CO
JK CONSTRUCTION CO
stage.html
html • 0.06 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 • 0.03 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 .