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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAccepted-AOC | L1 | Accepted-AOC The lowest bidder | |
| 2 | L2₹8.0 L+₹99,346.50 (14.2%)Rejected-AOC | L2 | Rejected-AOC Other than the lowest bidder | |
| 3 | Rejected-Technical PLOT NO 407 HIMSHIKHA PINJORE PANCHKULA HARYANA 134102 | PANCHKULA | HARYANA | 134102 | - | Rejected-Technical Not enlisted in appropriate category for the subject work. |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
30 Aug 2022, 6:00 pmClosed
GE JUTOGH
GE JUTOGH, JUTOGH CANTT SHIMLA (HP) - 171008
REPAIR/ CLEANING OF SEWAGE LINE, MAN HOLES, SEPTIC TANK, SOAKAGE WELLS, AREA DRAINAGE, PATH CULVERT IN MD/OTM ACCN AT MIL STN KALKA UNDER GE JUTOGH
2022_MES_542634_1
GE/JUT-35 OF 2022-23
Open Tender
Civil Works
Item Rate
330 days
KALKA
CLASS E CATEGORY a (ii)
6 documents required · 6 mandatory
₹500
GE JUTOGH
₹20,000
Yes
20 Sept 2022
2 Aug 2022
1 Sept 2022
2 Aug 2022
30 Aug 2022
16 Aug 2022
Amount
Cleaning the septic tank/sludge chamber of any depth/area/condition incl taking out stagnated sludge or any other material mixed with the sludge etc deposited in the septic tanks, filling in closed container and depositing in excavated pit, at least 500m beyond nearby living accn or area as marked by station controlling authority, covering the pit with earth after depositing sludge, sprinkling fresh lime on covered pit and around septic tanks/ soakage wells to make it hygenic complete all as specified and directed. Note:- (i) Cost of pumping with mechanical sewage pump, excavation of earth pit and fresh lime shall deemed to be included in the quoted rates. (ii) Charges of covered container incl its transportation shall deemed to be included in the quoted rates. (iii) Depth of liquid sludge in the septic tank will be determined and recorded before commencement of work by any Engg conventional method in the presence of Engr-in charge and Contractor.
Attending complaint by providing a sweeper for 08 working hours for the work of cleaning of SGSW/CI pipe line up to the dia of 300 mm fixed to wall/floor any position and cleaning of blockage from water closet(Indian or Eurpean), trap, Floor/Nanhi trap of kitechen/Bathroom by by rodding, pumping, etc and the work all as specified and directed. Note :- (i) The rates quoted in the above item includes cost of T&P likd rods, bamboos and other safety devices etc complete. (ii) Complaint shall be rectified within 06 hours in receipt of complaint. In this regard also refer Schedule-A Notes.
Excavation in trenches in hard/dense soil n. exc 1.5m wide and n. exc 1.50m deep and getting out complete all as specified and directed.
Excavation over areas in hard/dense soil n. exc 1.5m deep and getting out complete all as specified and directed.
Excavation over areas in hard/dense soil exc 1.5m and n exc 3m deep and getting out complete all as specified and directed.
Returning filling in incl spreading, levelling, watering and well ramming in layers n.exc 25 cm thick complete all as specified and directed.
Removing excavated materials to a distance n.exc 50 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
M & L for salt glazed stone ware drain pipe grade 'A', laid in trenches and jointed in CM, internal dia of pipe 150 mm incl providing concrete bed to drain pipes 150mm dia in PCC 1:3:6, Type C-2, using 40mm graed crushed stone aggregate including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.
S&F reinforced concrete pipes class, NP-2, laid and jointed complete with collars 200mm bore of pipe incl providing concrete bed to drain pipes 200mm dia in PCC 1:3:6, Type C-2, using 40mm graed crushed stone aggregate including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified and directed.
Demolition of cement concrete reinforced of any description in manhole cover complete all as specified and directed .
S&F precast factory made RCC Drain cover slabs 1:2:4, type B-1 using 20 mm graded crushed stone aggregate with different sizes available sizes available 1200 x 600 x 100/75/50 mm thickness 900 x 600 x 100/75/50 mm thickness 1000 x 500 x 100/75/50 mm thickness 800 x 600 x 75/50 mm thickness 750 x 500 x 75/50 mm complete all as specified and directed.
M & L for PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
M & L for RCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in slab for roofs, landing, balconies , canopies, deck slabs and in shelves and the like complete all as specified and directed.
Use and waste of form work to soffits of suspended slabs such as roof , floor slabs, landing or similar work, n.exc 200mm thick (horizontal or sloping), flat rough finished complete all as specified and directed.
S & F TMT bars 10mm dia and over, cut to length, bent to shape required incl cranking bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire not less than 0.9 mm dia or securing with clips complete all as specified and directed.
S & F TMT bars 6-8mm dia, cut to length, bent to shape required incl cranking bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire not less than 0.9 mm dia or securing with clips complete all as specified and directed.
M&L for broken bricks loose filling with aggregates of gauge 40 to 80mm in soakage pits, soakage wells etc. complete all as specified and directed.
Cutting in to existing manholes/outlet chamber of safety tank for connecting drain pipes making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1 smooth finished and reforming benching as required, for 150 mm internal bore pipe complete all as specified and directed.
Demolition of brick or stone masonry, built in cement mortar incl all quoins, pillars, arches etc but excluding ashlar facing complete all as specified and directed.
M & L for brick work, with sub class 'B', bricks kiln well burnt, old size bricks, straight or curved on plan exc 6 m in mean radius, built in cement mortor (1:4) complete all as specified and as directed .
M&L for brick work with subclass 'B' bricks, straight or curved on plan any radius, built in cement mortar 1:4, in half brick thick wall complete all as specified and directed.
M & L for cement plaster 15mm thick on fair faces of brick walls or stone surfaces, in cement mortar (1:4) mixed with and incl liquid water proofing compound as per manufacturer's instructions, finished surface even and smooth without using extra cement complete all as specified and as directed.
M & L for PCC 1:2:4 type-B-1, using 20 mm graded crushed stone aggregate as in surface channel and drains including necessary form work complete all as specified and directed.
Demolition and breaking up drain pipes up to 150mm dia (SGSW/AC/PVC or reinforced concrete pipe) set in cement mortar incl concrete bed to drain pipes, complete all as specified and as directed.
S & F in repair PVC (SWR) pipes 110 mm bore single socketed, in any length, with rubber ring joints, laid in trenches or under floors, inserted in retaining wall etc complete all as specified & directed.
S & F in repair PVC (SWR) pipes 75mm bore single socketed, in any length, with rubber ring joints, laid in trenches or under floors, inserted in retaining wall etc complete all as specified & directed.
S & F in repair PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints fixed to walls etc complete all as specified & directed.
S & F in repair PVC (SWR) pipes 75mm bore single socketed in any length with rubber ring joints fixed to walls etc complete all as specified & directed.
S&F in repair 110 mm dia PVC (SWR) bends with access door complete all as specified.
S&F in repair 110 mm bore PVC (SWR), junction single, (Single T) equal or unequal with access door complete all as specified & directed.
S&F 75mm bore PVC (SWR), junction single, (Single T) equal or unequal with access door complete all as specified & directed.
Demolition of cement concrete(unreinforced) of any description and in any position not other wise complete all as specified and directed.
M & L 20mm thick screed bed or bedding layer in CM 1:6 for laying floor tiles complete all as specified and directed.
M & L for chequered cement concrete tiles pre polished 30cmx30cmx22-25mm thick, set ,jointed and pointed in neat cement slurry with grey cement and pigment in floors, complete all as specified and directed.
M&L for 75 mm thick PCC 1:4:8, Type D-2, using 40mm graded crushed stone aggregate as in sub base of floor complete all as specified and directed.
M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed.
M&L for 100 mm thick PCC 1:4:8, Type D-2, using 40mm graded crushed stone aggregate as in sub base of floor complete all as specified and directed
M&L for providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand, complete all as specified and directed.
S B CONSTRUCTION AND ENVIRO
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