Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.9 LAccepted-AOC VILL DURGA NAGAR CHECK POST PO ETHELBARI DIST ALIPURDUAR PIN 735204 WB | ALIPURDUAR | WEST BENGAL | 735204 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹50.5 L+₹1.9 L (3.99%)Rejected-AOC | L2 | Rejected-AOC OTHER THEN LOWEST BIDDER | |
| 3 | L3₹51.1 L+₹2.6 L (5.28%)Rejected-AOC DEPOPARA PO BINNAGURI PS BANARHAT DIST JALPAIGURI WEST BENGAL PIN 735 203 | JALPAIGURI | WEST BENGAL | 735203 | L3 | Rejected-AOC OTHER THEN LOWEST BIDDER | |
| 4 | L4₹52.8 L+₹4.3 L (8.76%)Rejected-AOC | L4 | Rejected-AOC OTHER THEN LOWEST BIDDER | |
| 5 | L5₹53.5 L+₹4.9 L (10.2%)Rejected-AOC NEAR KRIPAN GATE PO BINNAGURI DIST JALPAIGURI W B PIN 735203 | JALPAIGURI | WEST BENGAL | 735203 | L5 | Rejected-AOC OTHER THEN LOWEST BIDDER |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
15 Jun 2024, 6:00 pmClosed
GE (S) BINNAGURI
GE (SOUTH) BINNAGURI, PO - BINNAGURI, DIST - JALPAIGURI, PIN - 735232
As per Tender Document
2024_MES_655850_1
8669/E8
Open Tender
Civil Works - Water Works
Item Rate
180 days
GE (S) BINNAGURI
Class D
Category a (ii)
7 documents required · 7 mandatory
₹500
GE (S) BINNAGURI
₹96,000
Yes
2 Sept 2024
25 May 2024
17 Jun 2024
25 May 2024
15 Jun 2024
8 Jun 2024
25 May 2024 - 8 Jun 2024
Amount
Demolition & breaking up drain pipes( salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 150mm complete all as specified and removal off the site.
Demolition & breaking up drain pipes( salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 200mm complete all as specified and removal off the site.
Demolition & breaking up drain pipes( salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 100/110mm complete all as specified and removal off the site.
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) complete all as specified and removal off the site.
Demolition of precast block masonary / Brick work or precast concrete article built in cement mortar complete all as specified and removal off the site.
Demolition of reinforced cement concrete of any description and in any position such as precast manhole cover or cover slabs of septic tank etc (reinforcement cut as required to facilitate demolition) complete all as specified and removal off the site.
Demolition of cement concrete (Unreinforced) Concrete of any description and in any position not otherwise specifically provided for complete all as specified and removal off the site.
Dismantling wrought iron or mild steel work of any description complete all as specified and removal off the site.
Excavation in trenches n.exc 1.5 in deep and n.exc 1.5 m wide for foundation etc not exc 10 sqm on plan and getting out in soft / loose soil complete all as specified.
--ditto all as per item No 9 above but beyond 1.5m or part thereof in depth beyond the first 1.50m complete all as specified.
Excavation over areas in soft/loose soil n.exc 1.5M depth for foundation etc & getting out complete all as specified.
ditto all as per item No 11 above but beyond 1.5m or part thereof in depth beyond the first 1.50m complete all as specified.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified.
Removing Excavated soils exceeding 250 M but not exceeding 500 M and depositing where directed.
M&L for precast RCC 1: 1.5 :3 type A-1 using 20mm graded aggregate set in cement mortar 1:4 as in manhole covers including necessary formwork complete all as specified. Note: Reinforcement shall be measured and paid for separately.
M&L PCC 1:3:6 type C-2 (40mm graded aggregate) as in foundations, filling and mass concrete complete all as specified
M&L PCC 1:3:6 Type C-1 (20mm graded aggregate) as in coping/benching for man holes complete all as specified.
M&L PCC 1:3:6 type C-2 concrete bed to drain pipes including packing under & haunching against the sides of pipes after they are laid & tested dia of pipe 200mm complete all as specified.
M&L PCC 1:3:6 type C-2 concrete bed to drain pipes including packing under & haunching against the sides of pipes after they are laid & tested dia of pipe 150mm complete all as specified.
M&L PCC 1:3:6 type C-2 concrete bed to drain pipes including packing under & haunching against the sides of pipes after they are laid & tested dia of pipe 100/110mm complete all as specified.
M&L for salt glazed stone ware drain pipe grade - A, as per IS-651-1980, 200mm dia laid in trenches and jointed in cement mortar (1:1) complete all as specified.
M&L for salt glazed stone ware drain pipe grade - A, as per IS-651-1980, 150 mm dia laid in trenches and jointed in cement mortar (1:1) complete all as specified.
M&L for salt glazed stone ware drain pipe grade - A, as per IS-651-1980, 100mm dia laid in trenches and jointed in cement mortar (1:1) complete all as specified.
M&L for mild steel TMT bars 6mm to 8mm dia cut to length , bent to shape required, including cranking , bending and binding with MS wire , not less than 0.9 mm dia or securing with clip complete all as specified.
M&L for 15 mm thick plastering in cement mortar 1:3 on fair faces of brick or concrete surface finished even & smooth without using extra cement complete all as specified.
Material and labour rendering 20mm thick cement plaster in CM 1:4 on fair faces of brick/concrete work surfaces in two layer 10mm each layer and top layer mixed with integral water proofing compound all as per manufacturer's instruction and as specified. Make: 'Plastocrete Plus' of Sika/ 'Pidiproof LW' of Pidilite for water proofing compound. Note: (i) WPC shall be measured and paid for separately as 'Supply only'. (ii) WPC to be mixed @200ml per 50 Kg bag of cement all as manufacturers instruction.
M&L for Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:4 complete all as specified.
M&L for non-skid ceramic coloured (400x400x7 to 8 mm thick) tiles set and jointed in neat cement slurry pointed in white or coloured cement to match in floor over 15mm thick screed bed in CM(1:6) all as specified.
M&L for glazed coloured ceramic tiles (450x350x7mm thick) on vertical surfaces such as skirting/dado set and jointed in neat cement slurry pointed in white or coloured cement to match over 15mm thick rendering in CM(1:4) all as specified.
M & L 80 mm thick M-35 grade factory made vibratory compacted cement concrete rubber moulded, interlocking paver block any shape and size confiroming to IS 15658-2006 with grey cement and pigment as approved laid over and incl 50 mm thick consolidated sand cushion and joints filled with sand complete all as specified.
Cleaning of blocked sewage line 150mm bore by rodding with using sectional sewer rod / flexible sewer rod /steel rod or split bamboo stick throughly from both sides between adjacent manholes / inspection chamber to manholes of any depth and size including well flushing with water till clear flow of sewage line is observed including taking out sludge & other foreign particles from manhole & pipe lines and buried in earth pits and spreading of bleaching powder @ 1kg/sqm over the sludge before filling of earth in layer of 30 cm complete all as specified and to the entire satisfaction complete all as specified.
Cleaning of blocked sewage line 200 mm bore by rodding with using sectional sewer rod / flexible sewer rod /steel rod or split bamboo stick throughly from both sides between adjacent manholes / inspection chamber to manholes of any depth and size including well flushing with water till clear flow of sewage line is observed including taking out sludge & other foreign particles from manhole & pipe lines and buried in earth pits and spreading of bleaching powder @ 1kg/sqm over the sludge before filling of earth in layer of 30 cm complete all as specified and to the entire satisfaction complete all as specified.
All as per ser item No 31.00 above but for sewage line of 100/110mm bore. Notes for Ser item No 31 to 33 (i) Length of manhole to manholes shall be measured in these item. (ii) Cleaning of sewage line to be started from down stream side, in this operation some pipe line will be cleaned automatically and need not to be cleaned by rodding and the same shall not be measured for payment. (iii) The unit rate of the item shall be deemed to include the removal of sludge / waste water accumulated in manhole / inspection chamber due to cleaning of drain by rodding. (iv) Water required for cleaning the sewage line are the responsibility of the contractor and no extra payment will be made in this regard. (v) Cost of bleaching powder and lime deem to be included in unit rate.
Cleaning of septic tank , soakage well of any size by removing of sludge from inside the septic tank and removing to a distance exc. 250m but not exc. 500m and buried the same in to earth pits including excavation of earth pits of required size & depth, depositing & spreading of sludge, returning in filling earth over sludge with bleaching powder @ 1 Kg/sqm and removal of surplus soil to a distance not exc. 50m all complete as specified. NOTE : Earth to be filled over the pit over bamboo matting after sufficient absorption of liquid for a period of 48 hours and spreading of bleaching powder over the sludge before earth filling as directed by the Engr-in-Charge. Cost of bamboo matting, spreading of bleaching powder and excavating the earth pit and filling earth etc shall be included in the unit rate as quoted and size of pit shall be made accordingly as directed by Engr-in-Charge. The measurement of sludge shall be taken as per size of earth pit with actual depth of sludge deposited in the earth pit after initial settlement of 48 hours.
Cleaning of blocked gully trap/floor trap etc of any size by rodding thoroughyly to manhole and well flushing with water after cleaning and including remove of sludge and other materials obtained from cleaning, garbage to a pit made for this purpose and filling upto the earth complete as as specified.
Cleaning of blockages of WHB, EWC etc of any size by rodding thoroughyly to manhole and well flushing with water after cleaning and including remove of sludge and other materials obtained from cleaning, garbage to a pit made for this purpose and filling upto the earth complete as as specified.
Cleaning of blocked man holes upto 60cm depth by removing of sludge from inside and removing to a distance exc 200m but no exc. 500m and burried the same in to earth pits including excavation of earth pits of required size & depth, depositing & spreading of sludge, returning in filling earth over sludge and removal of surplus soil to a distance not exc. 50m all complete as specified.
All as per item No 37.00 above but exc 0.60Metre but nexc.1.50Metre in deep complete all as specified.
All as per item No 37.00 above but exc 1.50 m but nexc.3.0 m in deep. Notes for Ser item No 37 to 39 (i) The unit rate of the item shall be deemed to include the removal of sludge / waste water accumulated in manhole / septic tank / soakage chamber. (ii) Water required for cleaning the sewage line are the responsibility of the contractor and no extra payment will be made in this regard. (iii) Cost of bleaching powder and lime deem to be included in unit rate.
M&L cutting into existing manhole for connecting new drains 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 & reforming benching as required dia of pipe 100/110mm complete all as specified.
M&L cutting into existing manhole for connecting new drains 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 & reforming benching as required dia of pipe 150mm complete all as specified.
M&L cutting into existing manhole for connecting new drains 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 & reforming benching as required dia of pipe 200mm complete all as specified.
Supply and fix in repair for PVC (SWR) pipes 110mm dia type 'A', single socketed, conforming to IS-13592:1992 in any length with rubber ring joints laid in trenches or in floors complete all as specified.
Supply and fix in repair for PVC (SWR) pipes 75mm dia type 'A', single socketed, conforming to IS-13592:1992 in any length with rubber ring joints laid in trenches or in floors complete all as specified.
Supply & fix in repair 75 mm bore PVC (SWR) bends any radius complete all as specified and directed .
Supply & fix in repair 110 mm bore PVC (SWR) bends any radius complete all as specified.
Supply & fix in repair 110 mm bore PVC (SWR) vent cowl fixed in position complete all as specified.
Supply & fix in repair 75 mm bore PVC (SWR) vent cowl fixed in position complete all as specified and directed .
M&L in repairs for CI Nahani trap with grating including jointing to waste pipe fixed in cement concrete (1:2:4) type B1(diameter of outlet 100mm) as in repair complete all as specified.
Supply & fix in repairs, CI Floor trap 100mm diameter of outlet, with gratings, including jointing to waste pipe fixed in PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) complete all as directed.
Supply only liquid proofing compound complete all as specified.
Taking down 15mm dia steel tubing and connections, including cleaning and refixing or removal to store complete all as directetd.
Taking down 20mm dia steel tubing and connections, including cleaning and refixing or removal to store complete all as directetd.
Refixing of reusable GI pipes of 15mm bore after necessary cleaning and renewal of GI fittings as required all as specified. Note: (i) GI tubing retrieved against relevant item shall be reused. (ii) New GI fittings required shall be supplied by the contractor and the quoted rate shall be deemed to be inclusive of the cost of the same.
---ditto all as per item No 54.00 above but for 20mm bore pipes.
Supply and fix galvanised steel water tubing 15 mm bore dia, medium grade with all fittings and fixed complete to walls/ceiling or laid in floors complete all as directed .
Supply and fix galvanised steel water tubing 20 mm bore dia, medium grade with all fittings and fixed complete to walls/ceiling or laid in floors complete all as directed.
M&L cement concrete type C-2, 1:3:6 (40 mm graded aggregate) 75 mm thick in Plinth protection/path Finished even and fair complete all as directed.
M&L PCC 1:3:6 type C2 using 40mm graded stone aggregate as in surface channels/drain including forming fair finished to drain channel complete all as specified.
M & L for loose filling with broken bricks aggregates of gauge 80mm to 150mm in soakage pits, soakage well complete all as specified.
SHIVAAY CONSTRUCTIONS
M/S MOHAN KUMAR BANSAL
M/S PLABAN KUMAR GOPE
N K 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 .