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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | ₹5.9 L Quoted ₹6.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.2 L+₹1.3 L (21.3%)Rejected-AOC | ₹7.2 L+₹1.3 L (21.3%) | L2 | Rejected-AOC L2 |
| 3 | L3₹7.3 L+₹1.4 L (22.8%)Rejected-AOC 361 BEHIND DAV SCHOOL JAWAHAR NAGAR SRINAGAR 190008 | SRINAGAR | JAMMU AND KASHMIR | 190008 | ₹7.3 L+₹1.4 L (22.8%) | L3 | Rejected-AOC L3 |
| 4 | L4₹8.4 L+₹2.4 L (40.4%)Rejected-AOC 361 BEHIND DAV SCHOOL JAWAHAR NAGAR SRINAGAR 190008 | SRINAGAR | JAMMU AND KASHMIR | 190008 | ₹8.4 L+₹2.4 L (40.4%) | L4 | Rejected-AOC L4 |
| 5 | L5₹8.6 L+₹2.6 L (43.8%)Rejected-AOC BIAMATHANG BAROO KARGIL J K | KARGIL | KARGIL | J K | ₹8.6 L+₹2.6 L (43.8%) | L5 | Rejected-AOC L5 |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
19 Jul 2022, 6:00 pmClosed
GE KHUMBATHANG
GE KHUMBATHANG
GE/KHU-13/2022-23 REPAIR,MAINTENANCE AND CLEANING TO SEWAGE LINE, SEPTIC TANKS AND SOAKAGE WELLS AND CERTAIN CONNECTED WORKS AT VARIOUS UNITS UNDER ZONE A IN THE AOR OF AGE B/R-I KHUMBATHANG UNDER GE KHUMBATHANG
2022_MES_529600_1
GE/KHU-13/2022-23
Open Tender
Civil Works
Item Rate
270 days
ZONE-A KHUMBATHANG
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE KHUMBATHANG
₹20,000
25 Aug 2022
9 Jun 2022
20 Jul 2022
9 Jun 2022
19 Jul 2022
23 Jun 2022
Amount
M&L Desludging including dewatering of septic tank/soak well in dia/ depth and manholes above 2 mtr in depth for liquid and slurry material and and removing the sludge from the tank by machanical means using hydraulic operated high pressure suction cum jetting sewer cleaning machine including skilled driver and operator and supervising Engineer including provision of water for jetting and removal of sludge/silt/liquid/mud and sand (in foul position) etc out side the MoD land/premises at any distance all as directed by Engr-in-Charge including loading, unloading digging out pit of any size in any type of soil, surring sludge/silt/spoil/mud etc into the pit and spreying bleaching powder over the entire surface complete. Note:- (a) The service provider/contractor during the mechanized operation shall be equiped with gas monitor, nylon rope ladder, torch light and compressor blower etc along with the sewage cleaning truck mounted suction/jetting machine. (b) The cleaning shall be carried out with machanised operation by means of jetting machines and the sludge sucked out with succer machine of required capacity and sent to storage tanks for further disposal to the authorised disposal site. (c) Manual cleaning operation/scavenging is prohibited. (d) The unit rate shall deem to include for all material, labour (skilled/unskilled) tools and plants and requisite quantity of water for the entire operation and transpotation arrangements. (e) The measurement shall be included with depth of water and sludge/silt/mud.
M&L Cleaning,Flushing of chocked and desilting of sewage lines over or underground and removing blockage by mechanical means or by roding using bamboo split from W.C to first manhole, man holes to MH, Nahni traps to gully traps, gully trap to man holes together with vertical stack pipes (where ordered), cleaning eye to gully trap and taking out all debris/sludge or any solid/foreign materials from sewage line, the sludge deposited in the sewage line shall be fully cleaned and disposed off the same outside the MoD land on the same day when it was taken out at any distance all as directed by Engr-in-Charge including flushing the line with water and testing for clear flow after cleaning and without any additional cost . The job shall be carried out with safety precaution equipments and with strick supervision complete all as directed and removing from site complete all as specified and directed for the following sizes of sewage lines of any depth upto three meter. Note:- (a) The unit rate quoted by the contractor shall deem to include for all material, labour (skilled/unskilled) tools and plants and including provision of water for jetting and removal of sludge/stilt/liquid/mud and sand (in foul position) etc.:- (b) The effective length of pipe for the purpose of payment shall be excluding the length of manhole.
(a) Sewage lines n.exc 100 mm internal diameter of CI /PVC /SWG /RCC pipes.
(b) Sewage lines exc. 100 mm but n.exc 200 mm internal diameter of CI /PVC /SWG /RCC pipes.
M&L for Cleaning of blocked/filled WC, GT, NT any type and cleaning of freezed water if any and accumalated sludge by heating method with blow lamps or any other method and rodding the cast iron pipe 100 mm /150 mm bore (SWG/PVC/CI) pipe Upto first manhole without damaging the WC and Pipe complete all as specified and directed by Engineer in charge
Excavation in trenches n.exc 1.5m wide and n.exc 1.5m deep as in foundation etc, or for shafts, wells, cess pits, manholes and sewage lines etc n.exc 10 Sqm on plan and n.exc 1.5m in depth and getting out in hard/dense soil, complete all as specified and directed .
Returning filling in including spreading, levelling, watering and well ramming in layers n.exc 25cm thick, complete all as specified and directed .
Removing excavated material to a distance n.exc 50m and depositing where directed at level n.exc 1.5m above the starting point, complete all as specified and directed .
Demolition of brick or stone boulder masonry built in cement mortar including all quoins, arches, pillars etc, but excluding ashlar facings dressed stone works and precast cement articles, including rubbish off the premises complete all as specified and directed .
M&L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, bed concrete of manholes, soak wells and septic tanks etc , complete all as specified and directed.
M & L for pre-cast cement concrete block ( Type C-1 1:3:6 , 20 mm graded agg) masonry with solid blocks exc. 10 cm in width and setting in mortar 1:6 , complete all as specified and directed.
M&L for walling of random rubble stone mansonry uncoursed well bonded, solidly hearted built in cement mortar 1:6, complete all as specified and directed .
M&L for cement concrete 1:2:4, type B-1 using 20mm graded stone aggregate as seismic, plinth and similar bands, coping, kerbs cills, steps, parapets, apex stones, bed plates, kerbs, railings up to 60cm height, water troughs, benching and the like rounded or chamfered on edges including necessary form work ,complete all as specified and directed .
M&L for rendering 15mm thick in CM 1:4 on stone masonry surface and finishing the surface even and smooth without using extra cement, complete all as specified and directed .
M & L for 15 mm thick rendering in two layer (10+5mm) in CM (1:4) Other than fair faces surfaces of brick or concrete work and finished even & fair with using WPC on walls complete all as specified. Note :-WPC Shall be measured seperately.
M & L for 10 mm thick rendering in CM (1:6) on fair surfaces of brick or concrete work and finished even & smooth without using extra cement on walls complete all as specified.
Demolition and breaking up of 100 mm internal dia of drain pipe (salt glazed stone water/PVC or AC) set in cement mortar, including rubbish off the premises complete all as specified and directed .
Demolition and breaking up of 150 mm internal dia of drain pipe (salt glazed stone water/PVC or AC) set in cement mortar, including rubbish off the premises complete all as specified and directed .
Demolition and breaking up of 200 mm internal dia of drain pipe (salt glazed stone water/PVC or AC) set in cement mortar, including rubbish off the premises complete all as specified and directed .
M&L for 100 mm thick concrete bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested, in cement concrete 1:3:6, Type C-2 using 40mm graded stone aggregate, for 100 mm bore sewage line complete all as specified and directed .
M&L for 100 mm thick concrete bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested, in cement concrete 1:3:6, Type C-2 using 40mm graded stone aggregate, for 150 mm bore sewage line complete all as specified and directed .
M&L for 150 mm thick concrete bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested, in cement concrete 1:3:6, Type C-2 using 40mm graded stone aggregate, for 200 mm bore sewage line complete all as specified and directed.
M&L for laying, bedding and testing of SGSW drain pipe of size 100mm internal dia, laid in trenches and jointed, complete all as specified and directed.
M&L for laying, bedding and testing of SGSW drain pipe of size 150mm internal dia, laid in trenches and jointed, complete all as specified and directed.
M&L for laying, bedding and testing of SGSW drain pipe of size 200mm internal dia laid in trenches and jointed, complete all as specified and directed.
S&F PVC (SWR) pipes of size 75 mm dia single socketed, in any length with rubber ring joints, laid in trenches or in floor complete all as specified and directed.
S&F PVC (SWR) pipes of size 110mm dia single socketed, in any length with rubber ring joints, laid in trenches or in floor complete all as specified and directed.
M & L for cutting into existing manhole for connecting new 150 mm internal dia of pipe making good to pipe and rendering , cutting out existing benching for forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required,complete all as specified and directed.
Demolition of reinforced cement concrete in any position not otherwise specifically provided, complete all as specified and directed.
M&L for Steel reinforcement 10mm dia and over, TMT bars, cut to length, bent to shape required including, cranking, bending, spirally for hooping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips,complete all as specified and directed.
M&L for steel reinforcement 6 to 8mm dia and over, TMT bars, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed .
M&L for RCC (nominal mix) Type B0 (1:2:4) (using 12.5mm graded stone aggregates) for Walls, baffle walls, retaining walls, basement walls, ballast walls and the like; of any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and directed.
M&L for precast reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in cover slabs for manholes, each pit and similar items including necessary formwork and set in CM 1:4 (Reinforcement shall be measured and paid for separately), complete all as specified and directed .
M&L for use and waste of formwork to flat faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, rough finished surface complete all as specifed and directed.
M&L for form work to sides and soffits of suspended slabs such as roof slabs, landings and similar work n.exc 200mm thick (horizantal or slopping) for flat fair finished surfaces,complete all as specified and directed .
M&L for form work to edges of concrete flats, window cills, floors roofs and similar works exc 5cm and n.exc 10cm wide surface finished rough to receive plaster, complete all as specified and directed .
M&L for reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate for slabs supported on wall, beams and columns, in floor, roofs, landings, balconies, canopies, deck slabs and in shelves and the like ,complete all as specified and directed Note : Reinforcement shall be measured and paid for separately.
S&F in repairs vitreous China Squatting pan 'Orrisa' pattern size 580x440mm white with integral foot rest,including connection to trap,and to flushing pipe, anti-syphonage pipe, and jointing to PVC/CI bend and flush pipe complete including making good to floor including provision of lime concrete bedding complete all as specified & directed.
M&L for dismantling of floor hearth or wall tiles including cement mortar bedding (but not backing) removing serviceable to store and rubbish off the premisess complete all as specified and dirtected by Engr-in-Charge.
M & L for Coloured Glazed ceramic tiles (350x250x7mm thick/ 450x350x7mm thick), on vertical surfaces such as skirting, dados and risers to steps etc., set and jointed in neat cement slurry and pointed in white or Coloured cement to match the existing surface over 10 mm thick rendering in CM 1:3 complete all as specified and dirtected by Engr-in-Charge .
M & L for Coloured non skid ceramic tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or Coloured cement to match laid over 15 mm thick screed bed in CM 1:6 complete all as specified and dirtected.
Supply only Liquid water proofing compound.
S&F in repairs 75mm dia PVC (SWR) bends any radius complete all as specified.
S&F in repairs 110mm dia PVC (SWR) bends any radius complete all as specified and directed.
S&F in repair 75mm dia of outlet PVC (SWR) floor trap plain with grating including joining with solvent cement complete all as specified and directed.
S&F in repair PVC (SWR) vent cowl of 75mm bore complete all as specified and directed.
S&F in repair PVC (SWR) pipes of size 75mm bore, single socketed, in any length with rubber ring joints, fixed to walls, complete all as specified and directed.
S&F in repairs 110mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed.
S&F in repair Grating doom 125 mm dia with waste hole of PTMT. (Minimum weight 40gms) complete all as specified.
S&F Bands, straps, supports or stays for rain water, ventilating pipes, including bolts, if required hooks (stay), heavy, for large gates, hook and pintle hinges: large hasps and staples, chains, hand made sliding bolts, clamps, hold fasts, wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165 complete all as specified and directed.
Deduct Credit for Demolished/ Dismantled material Rs. (-) 6,525.00 (Minus) as listed in Schedule 'A' Sec-II (Credit Schedule) Note: Tenderers will not quote against this item being a tentative amount to be considered to arrived at the 'Contract Sum'
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