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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.3 LAccepted-AOC | L1 | Accepted-AOC Lowest and reasonable bid | |
| 2 | L2₹19.9 L+₹1.5 L (8.29%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bid | |
| 3 | L3₹20.3 L+₹2.0 L (10.7%)Rejected-Finance | L3 | Rejected-Finance Other than lowest bid |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
11 Mar 2020, 6:00 pmClosed
Garrison Engineer (West) Jalandhar Cantt
Garrison Engineer (West) Jalandhar Cantt
As described in Bill of quantities
2020_MES_316735_2
GE/JAL(W)-71/2019-20
Open Tender
Civil Works
Item Rate
335 days
Jalandhar Cantt
As per Tender Documents
8 documents required · 8 mandatory
₹500
Garrison Engineer (West) Jalandhar Cantt
₹40,000
Yes
1 Apr 2020
18 Feb 2020
13 Mar 2020
18 Feb 2020
11 Mar 2020
28 Feb 2020
Amount
Taking out liquid/solid content from sump/septic tank, manholes either manually or by pumping cleaning thoroughly including disposal of liquid/solid content out of the Cantt area and covering with layer of earth complete all as specified and directed.
Material and labour for keeping fully functional, the sewage lines in entire B-1 area under AGE B/R-II including cleaning of manholes and keeping system free from any sort of blockages for the period of one calendar month complete all as specified and directed. Note:- (i) Unit rate quoted by the contractor shall be deemed to include cost of adequate T&P, equipment, safety devices etc as per requirement. (ii) Detail of area under AGE B/R-II may be seen in the office of GE/AGE B/R-II. (iii) The conractor shall arrange and use 'Vacuum cum Suction Type Machine' for cleaning sewage lines by water jeting , high pressure, vacuum and provn of hydraulic application through high pressure thermoplastic fibre based hose and through conical round shape nozzles pipe and flushing after cleaning/ clearing of sewage line. (iv) Pump alongwith closed container for dewatering and collecting sewage water etc shall also be arranged and provided by the contractor during cleaning of the sewage lines, manholes etc without any extra cost to the Deptt. The water so collected shall be disposed off outside MD land in drain/nullah. (v) Contractor shall depoly minimum 02 Safaiwalas on all the days including Sundays and Holidays for this Area to carry out daily complaints and other works. The contractor or his representative shall get details of complaint daily from the Engr-in-Charge. (vi) Daily attendance of the persons employed by the contractor shall be marked and record maintained in the office of Engr-in-Charge. (vii) The contractor shall be responsible for cleaning of all the sewage lines, manholes as and when the compliant received by him for proper functioning of the lines etc so that there shall be no blockage of sewage at any stage. (viii) The sludge obtained after cleaning of sewage lines, manholes etc shall be buried in ground out side MD land after digging out pit and then refilling the pit first with sludge and then with excavated soil. (ix) All T&P such as Kassi, belcha, bamboos, rope etc shall be arranged by the contractor without any extra cost to the Deptt.
All as per serial item No. 2 here in before but for area B-2 of AGE B/R-II
All as per serial item No. 2 here in before but for area B-3 of AGE B/R-II
All as per serial item No. 2 here in before but for area B-4 of AGE B/R-II
Excavation in trenches not exceeding 1.5m in width and not exceeding 1.5m deep, in soft/loose soil for foundation, laying of pipes, wells, cesspits, manhole, pier holes & getting out complete all as specified and directed.
All as per Srl item No 6 here-in-before but depth exc. 1.5 m and n.exc. 3m complete all as specified and directed.
Returning, filling in trenches including spreading, leveling, watering and well ramming in layers not exc 25cm thick complete all as specified and directed.
Removing excavated material to distance not exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.
Material and labour for PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in foundation filling, mass concrete etc complete all as specified.
Demolition and breaking up of drain pipes (salt glazed ware or AC or reinforced cement concrete), set in cement mortar, dia of pipe 150mm, complete all as specified and directed.
Demolition and breaking up of drain pipes (salt glazed ware or AC or reinforced cement concrete), set in cement mortar, dia of pipe 200mm, complete all as specified and directed.
Material and Labour for providing concrete bed in PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in bed to drain pipes of 150mm bore including packing under and haunching against the sides of the pipes completely after they are laid and tested complete all as specified and as directed. (Note: Width of concrete bed shall be outer diameter of drain pipe plus 30cm)
Material and Labour for providing concrete bed in PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in bed to drain pipes of 200mm bore including packing under and haunching against the sides of the pipes completely after they are laid and tested complete all as specified and as directed. (Note: Width of concrete bed shall be outer diameter of drain pipe plus 30cm)
Material and Labour for salt-glazed stone ware drain pipes laid in trenches and jointed in cement mortar as specified Internal diameter of pipe in 150mm complete all as specified and directed.
Material and Labour for salt-glazed stone ware drain pipes laid in trenches and jointed in cement mortar as specified Internal diameter of pipe in 200mm complete all as specified and directed.
Material and labour for cutting into existing manholes for connecting new drains, dia of pipe 150mm, 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 B-1, smooth finished, and reforming benching as required complete all as specified and directed.
Material and labour for cutting into existing manholes for connecting new drains, dia of pipe 200mm, 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 B-1, smooth finished, and reforming benching as required complete all as specified and directed.
Demolition of brick work built in cement mortar including all quoins, arches, pillar etc but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.
Demolition of cement concrete (un-reinforced) in ground floors and paving n.exc 15 cm thickness (below or above ground level) and removing rubbish outside defence land complete all as specified.
Material and labour for 100 mm PCC (1:2:4) type B1 using 20mm graded aggregate as in path finishing , laid in panels, concrete surfaces finished even and smooth without using extra cement, complete all as specified.
Demolition of cement concrete (reinforced) slabs (reinforcement cut as required to facilitate demolition) and removing salvage outside defence land complete all as specified.
Material and labour for brick work with sub class ‘B’ bricks of old size, straight or curved on plan exceeding 6m mean radius, built in CM 1:4 complete all as specified and directed.
Taking down cement plaster on brick or stone walls etc including racking out joints hacking for key scrubbing down with water etc. complete all as specified and directed by Engineer-in-charge.
Material and labour for Rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces, using waterproofing compound as per manufacturers instruction, finished even and smooth without using extra cement complete.. Note:- (WPC shall be measured and paid separately)
Supply only integral water proofing compound.
Material and labour for cement concrete 1:2:4, type B-1, using 20 mm graded crushed stone aggregate, as in copings, weathering, slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed.
Material and labour for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
Material and labour for precast reinforced cement concrete 1:2:4, type B-1, using 20mm graded stone aggregate as in manholes covers and similar articles, set in cement mortar 1:4 including necessary form work and including demolition of existing covers and similar articles complete all as specified and directed.
Supply and fixing steel fibre RCC manholes covers & frames medium duty circular (as per IS-12592) medium duty for clear opening 450/500/600mm complete all as specified and directed.
Demolition and breaking up of drain pipes (salt glazed ware or AC or reinforced cement concrete), set in cement mortar, dia of pipe100mm or any dia, complete all as specified and directed.
Supply and fixing PVC (SWR) floor trap plain including jointing with solvent cement 75 mm dia complete all as specified.
Supply and fixing PVC SWR pipes 110 mm bore single socketed in any length with rubber ring joint fixed to wall or laid in trenches or in floors with steel clamps complete all as specified and directed .
Supply and fixing PVC SWR pipes 75 mm bore single socketed in any length with rubber ring joint fixed to wall or laid in trenches or in floors with steel clamps complete all as specified and directed.
Supply and fixing PVC SWR bends of 110 mm bore complete all as specified and directed.
Supply and fixing PVC SWR bends of 75 mm bore complete all as specified and directed.
Supply and fixing PVC (SWR) junction single (single T) equal or unequal provided with access door of 110 mm dia complete all as specified and directed.
Supply and fixing PVC (SWR) junction single (single T) equal or unequal provided with access door of 75 mm dia complete all as specified and directed.
Supply and fixing PVC (SWR) reducer of 110 mm dia complete all as specified and directed.
Supply and fixing PVC (SWR) vent cowl 75 mm bore complete all as specified and directed.
Supply and fixing PVC (SWR) vent cowl 110 mm bore complete all as specified and directed.
Cutting of grass, growth/vegetations, bushes or like and similar work and making the workable space for carrying out cleaning of sewage line/manholes in any location or condition all as specified and directed by Engineer-in-Charge.
G S TRADERS
M/s Nirmal Singh and Co.
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