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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.8 LAccepted-AOC | L1 | Accepted-AOC Lowest tender | |
| 2 | L2₹30.8 L+₹3.0 L (10.8%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bids | |
| 3 | L3₹31.6 L+₹3.8 L (13.5%)Rejected-Finance 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | L3 | Rejected-Finance Other than lowest bids |
Tender Value
₹34 L
EMD Value
₹68,000
Closing Date
17 Oct 2020, 6:00 pmClosed
CWE Jalandhar Cantt
HQ CWE kabir Road Jalandhar Cantt Pin-144005
Please refer tender documents
2020_MES_378079_1
CA NO CWE/JAL/61/2020-21 8320/61/E8
Open Tender
Civil Works - Others
Item Rate
180 days
Jalandhar Cantt
Class D Category a(i) or a(ii) for contractors enlisted with MES
8 documents required · 8 mandatory
₹500
Garrison Engineer West JRC
₹68,000
Yes
2 Nov 2020
16 Sept 2020
19 Oct 2020
16 Sept 2020
17 Oct 2020
30 Sept 2020
Amount
Demoltion and breaking up drain pipes, any dia (SGSW,AC or reinforced concrete) pipe set in cement mortar complete all as specified and as directed.
Cutting of grass,growth/vegetation,bushes or like and similar work and making the workable space for carrying out cleaning of sewage line/manhole in any location or condition all as specified and as directed by Engr-iCharge.
Excavation in trenches not exceeding 1.5 mtr deep and not exceeding1.5 mtr in depth for foundation ,etc or for shafts,wells,cess pits,manholes,pier holes etc not exc 10 sqm on plan and getting out in soft/loose soil etc complete all as specified and directed.
All as per Srl item No 3 above but depth exc 1.5m but not exc 3m complete all as specified.
Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and directed. Note : Punned down thickness shall be measured
Removing surplus spoil to a distance n.exc 50 metre and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.
Supplying, laying, jointing and testing of RCC, class NP-3 drain pipe Grade-A 150mm bore laid in trenches, jointed with collars and tested as per IS-651-1980 complete all as specified and as directed.
Supply and fixing of RCC NP-3 drain pipe Grade-A 200mm bore laid in trenches, jointed with collars and tested as per IS-651-1980 complete all as specified and as directed.
Material and labour for cement concrete 1:4:8 type D-2, using 40mm graded stone aggregate as in bed to drain pipes include packing under and haunching against he sides of pipes after these are laid and tested for 150mm dia pipe complete all as specified and directed.
Material and labour for cement concrete 1:4:8 type D-2, using 40mm graded stone aggregate as in concrete bed to 200 mm internal dia drain pipes including forming cradles complete all as specified and directed.
Material and labour for cement concrete 1:4:8 type D-2, using 40mm graded stone aggregate as in concrete bed to drain pipes include packing under and compeletly surrounding pipes with concrete after these are laid and tested for 200mm dia pipe complete all as specified and directed.
Demolition of brick work built in cement mortar including all quoins, arches ,pillars etc complete all as specified and directed by Engr-in-Charge.
Material and Labour for brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
All as per item No. 13 here in before but except brick complete all as specified and directed.
Material and labour for 15mm thick plastering in CM 1:4 with water proofing compound as per manufacturer's instructions to brick or concrete surface finished even and smooth complete all as specified.(WPC shall be measured and paid for separately). Note : WPC sghall be measured and paid separately
Supply only integral water proofing compound conforming to IS-2645 complete all as specified.
Material and labour for LLDPE septic tank, designed to carry sewage and sludge water, excavation in any type of soil, plain cement concrete 1:4:8 in foundation, vent shaft, making connection etc for 40 users with up flow filter media etc complete all as specified
Material and labour for 3.00 mtr dia and 4.5 mtr effective depth soakage well, incl necessary excavation in any type of soil, plain cement cincrete 1:3:6 in foundation, honey combing masonry wall, with top ring of M-25 design mix concrete, intercepting chamber and screen chamber made of brick masonry in CM 1:6, RCC precast cover slab in M-25/SFRC cover, interconnecting pipes of RCC/DWC, filled with brick bats etc complete all as specified. Note: Ref Drg No. CEJZ/STD-242/2007 Sh No. 9/24 to 12/24
M & L for PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in cills,PCC blocks,coping,benching,water troughs,seismic and other similar bands,plinth bands, channels,drains etc including slightly rounded or chamfered angles and throating including necessary form work if required complete all as specified.
M & L providing precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate set in CM 1:4 as in landings,manholes cover slabs,chajjas,shelves and similar articles including necessary form work complete all as specified.
Material and labour for MS TMT bars 10 mm dia and over cut to length bent to shape reqd. including cranking, bending and binding with and including MS wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M & L for mild steel work as small articles for handles, holdfasts, steps, rungs etc knee piece and similar small articles conforming to Fe-290 Gde E-165 complete all as specified.
Taking out liquid/ solid content from sump,septic tank either manually or by pumping cleaning throughly including disposal of liquid/sold content outside defence area complete all as specified.
Cleaning of manholes depth exceeding 1mtr but not exceeding 2 mtr in use by taking out complete sludge water, solids brick bats polythene etc complete by mechanically by HCV mounted suction in charge machine removing/depositing the entire retreived material outside periphery defence land including taking off manholes cover and refixing the same after cleaning for the following for connecting the sewer lines to newly constructed manholes complete all aspecified.
All as per Srl item No 24 above but depth exc 2 mtr but not exc 3 mtr complete all as specified.
Cleaning of chocked/blocked sewage lines of any bore by collecting loose sedimented sand, frill, ash, sludge water, rags, fibres or vegetation in nearest manholes for disposal from the 150 mm dia of bore and above sewage line complete all as specified and as directed by Engr-In-Charge.
S & F 150mm dia SGSW gully trap setting and jointing with cement joint complete all as specified and as directed by Engr-in- Charge.
Supply & fix 110mm bore PVC (SWR) pipes single socketed class 'A' in any length with rubber ring joints laid in trenches including necessary cutting chasing etc. complete all as specified and directed.
Supply & fix 110mm bore PVC (SWR) pipes single socketed class 'A' in any length with rubber ring joints fixed to walls including necessary cutting chasing etc. complete all as specified and directed.
Supply & fix PVC (SWR) 110mm bore bends any radius complete all as specified and directed.
Supply & fix PVC (SWR) 110mm junction single (Single 'T') equal or unequal complete all as specified and directed.
Supply & fix PVC (SWR) vent cowl 110 mm bore complete all as specified and directed.
Material & labour for stack clamps suitable for 100 mm bore of pipes, made out of 50 x 5mm flat iron and 16mm dia round iron stays including nuts and bolts and securing end of stays to wall or in roof, complete all as specified and directed.
Taking out liquid/ solid mud, soil from drain of any depth including removing out to a out of defence land complete all as specified.
Taking down cement or lime plaster of any description on brick or stone walls etc., including raking out joints, hacking for key, scrubbing down with water etc., removing surplus spoil out of defence land complete all as specified and as directed by the Engineer-in-Charge.
Material and Labour for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in surface channel and drains complete all as specified and as directed by Engr-In-Charge.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc.
Material & labour for flush pointing in cement mortar 1:3 to brick walls complete all as specified and directed.
Material and labour for 15mm thick plastering in CM 1:4 finished even and smooth without using extra cement complete all as specified
M & L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate to 450mm dia drain pipe including packing under and completely surrounding pipes with concrete after these are laid and tested complete all as specified and directed.
Excavation over areas in any type of soil exc 1.5m deep and getting out etc complete all as specified and directed.
M& L for reinforced concrete pipe 450mm bore of pipe class NP-2 laid and jointed with collars complete all as specified.
M/S Vinod Kumar
NATIONAL BUILDERS
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