Repair / Cleaning Of Existing Sewage Line, Soil Waste Pipe, Septic Tank Etc At Offrs Accn At Cme
Tender Value
40 Lakhs
Estimated cost
Bid Submission
21 Jul 2022
0 days left
EMD
80000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kirkee → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repair / Cleaning Of Existing Sewage Line, Soil Waste Pipe, Septic Tank Etc At Offrs Accn At Cme
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning of existing 100mm dia sewage line upto 1.00 mtr depth from ground level by rodding or by any means and blowing water through pipe for efficient functioning complete as specified and directed by Engr-in-Charge. |
| 2 | Cleaning of existing 150mm dia sewage line upto 1.00 mtr depth from ground level by rodding or by any means and blowing water through pipe for efficient functioning complete as specified and directed by Engr-in-Charge. |
| 3 | All as peritem No.2 above, but depth exc 1.0 mtr but n.exc. 2.0 mtr from groundlevel |
| 4 | All as peritem No.2 above, but depth exc 2.0 mtr from ground level |
| 5 | Cleaning of existing sewage line exceeding 150mm dia but not exceeding 250mm dia exc 1.00 mtr and n.exc 2 mtr depth from ground levelby rodding or any means and blowing water through water pipe for efficient functioning complete as specified and directed by Engr-in-Charge. |
| 6 | Cleaning of existing man holes 1.00 mtr deep (depth of manholes) by removing silt, stone, solid particles to make smooth flow, removing the material obtained/taken out , to a distance not less than 50 mtr complete as specified and directed by Engr-in-Charge. |
| 7 | All as per item 06 above, but depth of manholes exc. 1.00 mtr but n.exc. 2.00 mtr. |
| 8 | All as per item 06 above, but depth of manholes exc. 2.00 mtr. |
| 9 | Cleaning of nahani trap of any size. |
| 10 | Cleaning of gully trap of any size |
| 11 | Excavation in trenches n.exc. 1.50m wide and 1.50m depth for foundation, man hole etc and getting out in soft/loose soil all as specified and directed. |
| 12 | All as per item No.11 above, but in hard/dense soil |
| 13 | Exacavation in over areanot exceeding 1.5m deep and getting out in soft/loose soil complete as specified and directed by Engr-in-Charge. |
| 14 | All as per item No.13 above, but in hard/dense soil |
| 15 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete as specified and directed by Engr-in-Charge. |
| 16 | M&L for PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation and mass concrete complete as specified and directed by Engr-in-Charge. |
| 17 | Demolition of brick/ stone/PCC block masonry built in cement mortar/cement lime mortar all as specified and directed by Engr-in-charge. |
| 18 | M&L for precast plain cement concrete solid block masonry type C-1 1:3:6 (using 20 mm graded stone aggregate), built in CM 1:6 exc, 10 cm width all as specified and directed by Engr-in-charge |
| 19 | M&L for rendering 15 mm thick cement plaster in CM 1:6 on stone masonry surface or other than fair faceof brickwork incl finishing even and smooth without using extra cement complete as specified and directed by Engr-in-Charge. |
| 20 | Taking down cement plaster of any description incl raking out joints, hacking for key etc complete as specified and directed by Engr-in-Charge. |
| 21 | M&L in repair for RCC drain pipes 150mm , class NP-2 laid in trenches and jointed complete with collar all as specified inlcuding demolition of old pipe complete as specified and directed by Engr-in-Charge. |
| 22 | All as item No. 21 above, but 200mm dia |
| 23 | M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in concrete bed to RCC drain pipes including packing under and hunching against side of pipes with concrete after they are laid and jointed, dia of pipe 150mm complete as specified and directed by Engr-in-Charge. |
| 24 | All as item No.23 above, but 200mm dia |
| 25 | Returning , filling in, includidng spreading , levelling , watering and well ramming in layers not exceeding 25 cm in hard/dense soil complete as specified and directed by Engr-in-Charge. |
| 26 | Removing excavated material (soil) not.exceeding 50m and deposited where directed at a level not.exceeding 1.5 m above the starting point complete as specified and directed by Engr-in-Charge. |
| 27 | M&L for precast concete cover slab of sizes (600 mm x 450 mm x 75mm, 600 mm x 600 mm x 75mm and 900 mm x 450 mm x 75mm thick) for man holes with provision of collar all around to house the cover slab and collar fixed to wall of manhole in cement mortar 1:6 having smooth surface finish complete all as specified and directed by Engineer-in Charge. |
| 28 | M&L for PCC (1:2:4) type B1, using 20mm graded stone aggregate as in coping, bands, plinth courses, parapets, kerbs etc like incl weathering, slightly rounded or chamfered throating complete all as specified & directed. |
| 29 | Bailing outwaste waterfrom septic tank well upto top of sludge/broken media mechanically using suction motor vehicle mounted and rermoving the same out of CME complex including removal of sludge etc. completeall as specified and directed by Engineer -in- Charge for 10 users |
| 30 | All as item No. 29 above, but 25 user. |
| 31 | All as item No. 29 above, but 50 user. |
| 32 | All as item No. 29 above, but 100user. |
| 33 | M & Lcutting hole in brick walls/stone walls exc one brick but not exc 2 bricksfor any purpose and making good dismantled portion in cement mortor 1:3 or cement concrete 1:2:4 type B-1 as requiredcomplete all as specified and directed by Engineer-in Charge. |
| 34 | M & L PCC 1:4:8 type D2 (using 40mm graded stone aggregate) in sub base of floors 75mm thick including demolition of old concrete complete all as specified and directed by Engineer-in Charge. |
| 35 | M&L for cement concrete 50mm thick 1:3:6 type C-1 (using 20mm graded stone aggregate) as in floor, finishing even and smooth without using extra cement including demolition of old concrete complete all as specified and directed by Engineer-in Charge. |
| 36 | M&L coloured chequred cement concrete tiles 30cm x 30cm x 25mm thick set pointed with neat cement slurry with grey cement and pigment in floorsover and including 15mm thick screed bed in cm 1:4complete all as specified and directed. |
| 37 | Supply sand filling under floors or in foundation including watering as required. |
| 38 | M & L machine pressed precastconcrete interlockingpaver block with grey cement and no pigment, any shape and size confirming to IS 15658-2006 of 60mm thicknessM-35 grade with glossy finish, colour shade over sand cushioning as decided by Engineer-in-Charge. Note : Rate quoted shall deem to include for spreading and levelling of sand for cushioning. |
| 39 | Cleaning and removing all scale anddirtduly spraying diluted bleaching powder and rubbing with wire brushes etc from tank any type (AC or PVC) and from mouth of circulating pipes etc exc 250 ltr n.exc 500 tlr capacity includingwrite date of cleaning and next due date also with white synthetic enamel paint and complete as specified and directed by Engr-in-Charge. |
| 40 | ..-do- all as per item No. 39 above, but exc 500 litre and n.exc 1000 litre capacity. |
| 41 | (Applicable for above allitems) |
| 42 | Contrator has to employ skilled/unskilled tradesman with adequate experience & required documents to be submitted to office. |
| 43 | Labour should wear contractors uniform with firm logo, failing which recovery shouldbe made. |
| 44 | Minimum of 02 x teams of each trades shall be available for maint of urgent nature whenever called upon of any trade, failing which recovery will be initiated for not employing adequate labour at site. |
| 45 | Site clearance shall be done by contractor after finishing work and obtain the signature of occupant as the site clearance has done. The same shall be verified and put up before issue of completion certificate |
| 46 | All Scarps will be done with mechanical scaper |
| 47 | Mechanical scaper should be deposited in our store at the time of sample approval |
AI Tender Summary
Tender Timeline
Jul 04, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 21, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 23, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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