Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 LAccepted-AOC | L1 | Accepted-AOC Being Lowest Bidder | |
| 2 | L2₹23.0 L+₹1.3 L (5.81%)Rejected-Finance B XI 746 STREET NO 6 BHARAT NAGAR BARNALA 148101 | BARNALA | BARNALA | PUNJAB | 148101 | L2 | Rejected-Finance Being L2 | |
| 3 | L3₹27.6 L+₹5.9 L (27.2%)Rejected-Finance 32 FATEH ENCLAVE OFFICERS ENCLAVE PHASE II PATIALA 147001 PB | PATIALA | PATIALA | PUNJAB | 147001 | L3 | Rejected-Finance Being L3 | |
| 4 | L4₹28.0 L+₹6.2 L (28.8%)Rejected-Finance 852 EKTA VIHAR 1 C NEAR ANAND NAGAR 9 B PATIALA 147001 | PATIALA | PATIALA | PUNJAB | 147001 | L4 | Rejected-Finance Being L4 | |
| 5 | L5₹34.0 L+₹12.3 L (56.7%)Rejected-Finance | L5 | Rejected-Finance Being L5 |
Tender Value
Refer Docs
EMD Value
₹60,000
Closing Date
4 Jul 2023, 6:00 pmClosed
Shri Himanshu, IDSE
MILITARY ENGINEER SERVICES GARRISON ENGINEER SOUTH TARAPORE ENCLAVE PATIALA CANTT
As per tender documents
2023_MES_601861_1
GE(S)/PAT/T-26/P/2023-24
Open Tender
Civil Works
Item Rate
180 days
Mil Stn Patiala
Refer tender documents
8 documents required · 8 mandatory
₹500
Yes
GE (S) Patiala
₹60,000
Yes
13 Nov 2023
7 Jun 2023
6 Jul 2023
7 Jun 2023
4 Jul 2023
20 Jun 2023
7 Jun 2023 - 13 Jun 2023
Amount
Excavation in trenches in soft/loose soil not exceeding 1.50 metre wide and not exc. 1.5 metre in depth and getting out in soft/loose soil complete all as specified and directed by Engr-in-charge.
All description as per BoQ Item No 1 but exceeding 1.50 metre and not exceeding 3 metre depth complete all as specified and as directed.
Returning and filling including spreading leveling , watering and well ramming in layer not exceeding 25cm thick complete all as specified and directed by Engr-in-Charge.
Removing excavated spoil to a distance not exceeding 50 metre and deposting where directed at a level not exceeding 1.5 meter above the starting point complete, all as specified
Demolition of brick work built in cement mortar or cement lime mortar in all quions etc complete all as directed.
M&L for Brick work using Sub class “B” bricks, straight or curved on plan not exceeding 6 metre mean radius built in cement mortar (1:4) complete all as specified and directed by Engr-in-Charge.
All as per Serial item No. 6 here in before but using old serviceable bricks complete all as specified and directed by Engr-in-charge.
M&L for Brick work with sub-class `B' bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 as in drains including nescessary filling & jointing with cement mortar on other side of drain
Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc.
M&L for Cement plaster 15 mm thick on fair faces of brick work in CM 1:4 and finished fair and even using extra cement with or without using WPC complete all as specified and directed by Engr-in-Charge. Note: - Locations for use of WPC shall be given by Engineer Incharge and WPC Shall be measured and paid for separately under respective item.
M&L for Preparation of new plastered or unplastered surfaces of walls etc., and applying two coat of cement base paint over a coat of chalk whiting (as primer) complete all as specified and as directed.
Supply only integral water proofing compound complete all as specified & as directed by Engineer-in-Charge.
M&L for Cement concrete 1:2:4 type B-1 using 20mm graded mechanically crushed stone agg as in benching of manholes, coping , bed blocks plinth course bands, stops etc including necessary form works complete all as specified and directed by Engr-in-Chage.
M&L for PCC (1:4:8) type D-2 (using 40 mm graded mechanically crushed stone aggregate) as in foundation of manholes complete all as specified and directed by Engr-in-charge.
Demolition by breaking up drain pipes salt glazed stone ware pipe any dia jointed in cement mortar and taking out of root trenches removing the debries from site complete all as specified and directed by Engineer-in-charge.
M&L Reinforced concrete pipes of 150mm dia, class NP2, laid and jointed complete with collars and jointed complete in cement mortar (1:1) complete all as specified and directed by Engr-in-charge.
M&L Reinforced concrete pipes of 200 mmdia, class NP2, laid and jointed complete with collars and jointed complete in cement mortar (1:1) complete all as specified and directed by Engr-in-charge.
M&L Reinforced concrete pipes of 300 mmdia, class NP2, laid and jointed complete with collars and jointed complete in cement mortar (1:1) complete all as specified and directed by Engr-in-charge.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 mm bore of pipe with cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate complete all as specified and directed by Engr-in-charge.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate complete all as specified and directed.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 300 mm bore of pipe with cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate complete all as specified and directed.
Demolition of Reinforced cement concrete of any description and manhole covers, in any position not otherwise described for (such as in bed, haunching & packing of sewer lines, benching of manholes, copings etc.) complete all as directed and removal of debris outside the premises.
M&L for RCC (1:2:4) type B-1 using 20mm graded mechanically crusted stone aggregate as in precast slabs for covers of manholes and set in CM 1:6 including necessary form work and placing of manholes cover in version complete all as specified and directed by Engr-in-Charge.
S&F TMT bars 8 mm dia cut to length bent to shape required including cranking bending spirally hooking ends and binding with mild steel wire not less than 0.9mm dia (annealed) complete all as specified and directed by Engr-in-Charge. (Note : The payment shall be made only after placing of cover on manholes).
S&F mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding witgh and including mild steel wire (annealed not less than 0.9 mm dia or securing with clips.
M&L for Cutting into existing manhole for connecting internal dia pipe 150 mm in new drain, making good to pipe and rendering cutting out existing beaching for chennel ( 1/2 or 3/4 section) in cement concrete 1:2:4 type B-1 by repairing benching as required completed all as specified and diredcted by engr-in -charge.
M&L for Cutting into existing manhole for connecting internal dia pipe 200 mm in new drain, making good to pipe and rendering cutting out existing beaching for chennel ( 1/2 or 3/4 section) in cement concrete 1:2:4 type B-1 by repairing benching as required completed all as specified and diredcted by engr-in -charge.
M&L for Cutting into existing manhole for connecting internal dia pipe 300 mm in new drain, making good to pipe and rendering cutting out existing beaching for chennel ( 1/2 or 3/4 section) in cement concrete 1:2:4 type B-1 by repairing benching as required completed all as specified and diredcted by engr-in -charge.
Taking down of eaves gutters and rain water pipes(AC Rain water pipe/SWG pipe line) of any size or pattern including all fittings etc complete all as specified and directed.
M&L for PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls of 110 mm bore of pipe etc complete all as specified and directed.
S&F PVC (SWR) junction single, (single T) equal or un equal of 110 mm bore of pipe complete all as specified and directed.
S&F PVC (SWR) bends any radius of 110 mm bore with out access door complete all as specified and directed.
Taking up or down Steel Tubing 15mm bore (dia) and Connections, segregating the Serviceable Pipes and Connections, stacking properly at Site(s) and keep in Safe Custody for re-use, complete all as specified and as directed.
Taking up or down Steel Tubing 20mm bore (dia) and Connections, segregating the Serviceable Pipes and Connections, stacking properly at Site(s) and keep in Safe Custody for re-use, complete all as specified and as directed.
S&F GI tubing medium grade galvanised with all fitting and fixed complete to walls and ceilings or laid in floors bore of tube 15 mm.
S&F GI tubing medium grade galvanised with all fitting and fixed complete to walls and ceilings or laid in floors bore of tube 20 mm.
S&F in repair for PVC water storage tank 500 Litre capacity HDPE double layer ISI marked fixed & hoisted in position on staging or roof complete with locking arrangement, over flow pipe, air lock pipe, Ball valves, high pressure of PTMT with,20 mm dia ISI marked complete all as specified. including dismantling of old tanks of of any description complete all as specified and directed by Engr-in-charge.
S&F ball brass valves high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed bore of pipe 20mm fixed in repaires.
Supply and fixed (in repair) stop valves, cast copper alloy ISI marked screwed down, high pressure, with crutch or butter fly handle screwed both ends for iron pipe or for unions, suitable for 20 mm bore tubes, complete all as specified.
S&F (in repair) stop valves, cast copper alloy ISI marked screwed down, high pressure, with crutch or butter fly handle screwed both ends for iron pipe or for unions , suitable for 15 mm bore tubes, complete all as specified and directed.
Supply and fixing 75 mm outlet dia PVC (SWR) floor trap, with CP grating including jointing to waste pipe with solvent complete all as specified and as directed.
S& F in repairs stainless steel grating suitable for 75 mm bore dia pipe complete all as specified and directed.
M&L PCC 1:2:4, type B1 using 20 m aggregate as in surface channels complete all as specified.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mi- tred/stopped ends etc.
M&L for PCC 1:3:6 Cement concrete in surface channels and drains complete all as specified and directed.
Cleaning and removing all scale and dirct, etc form existing watre storage tank of capacity exc 250 litre and n.exc 500 litre by emptying, drying and cleaning the tank by scrubbing the dust with wire brush from the tank including cleaning from mouths of circulations pipe, complete all as specified and directed.
M&L for Cast iron Nahani trap 100 mm dia with long arm n less than 450mm grating including jointing to waste pipe fixed in cement concrete type B1 (1:2:4)
M&L for Cast iron soil, waste and vent pipe, 100mm bore, sand cast in any length, with or without ears, with cement joints, fixed to walls with and including stack clamps, nuts , bolts etc. and making necessary connections hight upto 12mtr complete all as specified after taking down of existing unserviceable pipe fixed in repair. Note : Scaffolding, T&P, Safty measures (Belts + ropes + ladders) should be included in all BOQ rates for Min 12 mtr height. (Not paid seperately).
M&L for Cast iron soil, waste and vent pipe, 75mm bore, sand cast in any length, with or without ears, with lead joints, fixed to walls with and including stack clamps, nuts , bolts etc. and making necessary connections hight upto 12mtr , fixed as in repair complete all as specified Note : Scaffolding, T&P, Safty measures (Belts + ropes + ladders) should be included in all BOQ rates for Min 12 mtr height. (Not paid seperately).
S&F holder battern clamp 100 mm dia of 50mm by 5mm flat iron and 16mm dia round iron stays. Including bolts and nuts and securing ends of stays to wall or roof complete all as specified.
S&F CI Bends/Reducer (any radius), for 100mm bore CI piipes diminishing pieces or tapers (larger bore measured) fitted with oval access doors complete all as specified.
S&F holder battern clamp 75 mm dia of 50mm by 5mm flat iron and 16mm dia round iron stays. Including bolts and nuts and securing ends of stays to wall or roof
S&F CI Bends (any radius), for 75mm bore CI piipes diminishing pieces or tapers (larger bore measured) fitted with oval access doors complete all as specified.
S&F CI reducer, for 100mm bore to 75mm bore CI piipes diminishing pieces or tapers (larger bore measured) fitted with oval access doors complete all as specified.
Salt glazed stone-ware gully traps,Centrifugal type 150 x 150mm size , square or roundmouthed, type 'P' or 'S' incl CI grating fixed in repair complete all as directed and specified.
S&F vitreous china wash down water closet pan floor mounting (pedestal pattern/EWC) P trap white/ivory including connection to drain (or out going pipe) and to flushing pipe, antisyphonagee pipe,etc.,with flush pipe CP 32mm dia and incl. plastic seat cover, fixed in repairs ,complete all as directed and specified.
Vitreous china squatting pan of Orissa patten size 580 x 440 white with (C I P trap long size) joint run and lead front or back inlet with integral footrest including connection to trap and to flushing pipe,anti-syphonage pipe, etc, fixed in repair complete and making good to disturbed surface complete in CM 1:3 all as directed and specified.
S&F health faucet (ABS Body) with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete in all respect as specified.
Dismantling, floor, hearth or wall tiling including CM(bedding (but not backing), removing serviceable tiles to store & rubbish off the premises complete in all respect as specified.
Non skid ceramic (coloured tiles) of size 400 x 400 x7mm thick in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match scred 15 mm thick in cement mortar (1:4). all as directed and specified.
Glazed ceramic tiles 200 x 300mm x 7mm thick coloured on vertical surfaces set and jointed in neat cement slurry and pointed in white cement to match including 10 mm thick rendering of CM 1:4 all as directed and specified.
M/S RAJ KUMAR GUPTA
SWAMI ENGINEERS
Arneja Builders
Nanotech Construction
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 .