Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.5 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹67.2 L+₹2.0 L (3.09%)Rejected-Finance | L2 | Rejected-Finance Higher Bidder | |
| 3 | L3₹69.6 L+₹4.4 L (6.80%)Rejected-Finance | L3 | Rejected-Finance Higher Bidder |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
24 Oct 2022, 6:00 pmClosed
CWE Ferozepur Cantt
HQ CWE Ferozepur Cantt
CWE/FZR-14/2022-23 Special repair to sewage line in 550 acres area Md Accn and Connected sanctioned work for sewage works under GE (West) Ferozepur Cantt
2022_MES_547237_2
CWE/FZR-14/2022-23
Open Tender
Civil Works
Works
180 days
Ferozepur Cantt
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (West) Ferozepur
₹1.2 L
Yes
10 Nov 2022
4 Oct 2022
1 Nov 2022
4 Oct 2022
24 Oct 2022
11 Oct 2022
Amount
Earth work in excavation for all kind of soil by mechanical means(Hydraulic excavator) in foundation trenches or drain (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m as directed by Engineer-in-charge.
Earth work in excavation for all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exc 1.5 metre but not exceeding 3 metre, as directed by Engineer-in-charge.
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift exc 3 metre but not exceeding 4.5 metre, as directed by Engineer-in-charge.
Demolition and breaking up salt glazed stoneware (SGSW) drain pipes set in cement mortar internal dia of pipe 150 mm, complete all as specified and directed.
Demolition and breaking up salt glazed stoneware (SGSW) drain pipes set in cement mortar internal dia of pipe 200 mm, complete all as specified and directed.
Demolition and breaking up salt glazed stoneware (SGSW) drain pipes set in cement mortar internal dia of pipe 250 mm, complete all as specified and directed.
M&L cement concrete 1:3:6 type C2 (40 mm graded aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 150 mm bore pipe, complete all as specified and directed.
M&L cement concrete 1:3:6 type C2 (40 mm graded aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 200 mm bore pipe, complete all as specified and directed.
M&L cement concrete 1:3:6 type C2 (40 mm graded aggregate) as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 250 mm bore pipe, complete all as specified and directed.
M&L cement concrete 1:3:6 type C2 (40 mm graded aggregate) as in bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested for 200 mm bore pipe complete all as specified.
M&L cement concrete 1:3:6 type C2 (40 mm graded aggregate) as in bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested for 250 mm bore pipe complete all as specified.
M&L 150 mm dia reinforced concrete pipes, class NP2 laid and jointed complete with collars in trenches complete all as specified and directed.
M&L 200 mm dia reinforced concrete pipes,class NP2 laid and jointed complete with collars in trenches complete all as specified and directed.
M&L 250 mm dia reinforced concrete pipes,class NP2 laid and jointed complete with collars in trenches complete all as specified and directed.
M&L Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for & forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4 type B1 smooth finished and reforming branching as required for 150 mm dia pipes, complete all as specified and directed.
M&L Rendering/plastering, 15mm thick in cement mortar (1:4) on any face of brick walls or concrete surfaces,, surfaces finished even and smooth without using extra cement complete all as specified.
Demolition of PCC of any description and in any position as in not otherwise specifically provided for complete all as specified and directed.
M&L for cement concrete type B2 1:2:4 (40mm graded aggregate) in surface channels and drains complete all as specified and directed.
Providing cement concrete 1:2:4 type B1 (20mm graded aggregate) in window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, ier aps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces,including chamfers, weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified.
Demolition of brick work built in cement mortar of any specification and in any position complete all as specified.
M&L Brick work in cement mortar 1:6 using sub class ‘B’ old size bricks, straight or curved on plan exceeding 6 metre mean radius complete all as specified.
All as per item No 22 herein before but except bricks, complete all as specified and directed.
Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for and removing debris outside MD land complete all as specified.
M&L RCC 1:2:4 type B1 using 20mm graded aggregate as in Precast cover slab, shelves and similar articles and setting in cm (1:6), complete with joints to match complete all as specified
S&F Mild steel 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.
Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15 cm thick (below or above ground level) complete all as specified.
M&L Cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in sub base of floor topping, 75 mm thick, complete all as specified.
M&L Cement concrete (1:2:4) type B-2 using 40mm graded stone aggregate as in floor topping, 100 mm thick, surface finished even and smooth without using extra cement complete all as specified.
M&L for cleaning of blockage IWCs / EWC, bathroom / kitchen by cleaning the nahani traps / gully traps and CI / PVC pipe line upto the 1st Manhole. All the mud / sludge / Kitchen waste / plants roots to be cut/ removed and getting out by washing the traps, CI waste pipe throughly by opening the cleaning eyes lids properly. The sludge/ waste received during cleaning process to be removed at a distance not exceeding 100m from the bldg and Bleaching powder to be spread over waste and burred under the Soil / Earth, complete all as specified. Note:- Earth work shall be included in the unit rate.
Cleaning and desludging/de-watering of septic tanks /Manholes and soakage well of any depth by using honey sucker followed by mechanical roding followed by hydraulic jet pressure machine etc as required,with the entire satisfaction of Engr -in- charge and re-fixing the manholes cover to its original position complete all as specified and directed.
S&F Non Return valve R/Flap FL duly ISI marked and both ends flanged of 250 mm bore, rating PN 1.6 conforming to BIS 5312 including both side jointing with rubber insertion sheet 3mm thick, bolts, nuts & washers complete all as specified and directed.
S&F Non Return valve R/Flap FL duly ISI marked and both ends flanged of 200 mm bore, rating PN 1.6 conforming to BIS 5312 including both side jointing with rubber insertion sheet 3mm thick, bolts, nuts & washers complete all as specified and directed.
S&F Non Return valve R/Flap FL duly ISI marked and both ends flanged of 150 mm bore, rating PN 1.6 conforming to BIS 5312 including both sides jointing with rubber insertion sheet 3mm thick, bolts, nuts & washers complete all as specified.
Supply and fix Valves, Sluice, CI flanged of class 1.6 PN,150 mm (6”) dia with both ends flanged of 150 mm (6") dia including both sides jointing with rubber insertion sheet 3mm thick, suitable sizes bolts, nuts & washer complete all as specified and directed.
Supply and fixing of rubber and fibre board gasket joint suitable for 200 mm dia CI pipe complete with suitable sizes bolts, nuts & washers complete all as specified and directed.
Supply and fixing of rubber and fibre board gasket joint suitable for 250 mm dia CI pipe complete with suitable sizes bolts, nuts & washers complete all as specified and directed.
Supply, laying and testing cast iron pipe, both ends flanged and drilled, including specials ,Class "B" ,250 mm (10") dia complete all as specified and directed.
Supply, laying and testing cast iron pipe, both ends flanged and drilled, including specials Class "B", 200 mm (8") dia complete all as specified and directed.
M&L fittings for spigot & socketed pipes,bends for CI pipes (any type radius and angle) Tapers any type(straight bend increasing,decreasing or double socket etc) Tee pieces single branch junction double branch cross(all sockets or sockets & spigot. Collars,caps and plugs etc suitable upto 250 MM bore pipe complete all as specified and directed.
Supply & Fixing of Non Clog Centrifugal sewage pump capable of delivering 372 LPM with 16.5 mtr Head directly coupled on a common base frame with 2/3 HP Motor 3 Phase 415 Volt all as specified and directed.
Supply and laying pipe galvanized iron, “Medium class”, including fittings 50 mm (2”) dia complete all as specified and directed.
Supply and fix Cast Iron Foot Valve conforming to IS 4038, 50 mm (2”) dia complete with flanged Ends jointing with rubber insertion sheet 3mm thick, suitable sizes bolts, nuts & washer all as specified and directed.
S&F of Flat Three Core 10 Sqmm PVC Insulated & PVC Sheathed Industrial Cable for Submersible Pump Motors1100 Volt complete all as specified and directed.
S&F Flat Three Core 25 Sqmm PVC Insulated & PVC Sheathed Industrial Cable for Submersible Pump Motors1100 Volt complete all as specified and directed.
S&F Flat Three Core 35 Sqmm PVC Insulated & PVC Sheathed Industrial Cable for Submersible Pump Motors1100 Volt complete all as specified and directed.
Supply, Installation, commissioning & Testing and lowering of Non Clog Submersible sewage pump capable of delivering 2570 LPM with 14 mtr Head with 15 HP Motor 3 Phase 415 Volt all as specified and directed.
Supply, Installation, commissioning & testing of Non clog vertical sewage submersible pump 2HP Three phase,440V,50 HZ capable of delivering 375 LPM at 8 mtr head with Automatic on/off Switch, TOP Thermal overload protector including testing.
M& L for colour code painting over the complete pipe having dia of minimum 150/200mm line of Sewage Pump House with two coats of black synthetic enamel paint complete all as specified and directed.
M&L for PCC (1:4:8) type D2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete all as directed.
M&L for rendering 10 mm thick on stone masonry surface with cement morter (1: 6) complete all as specified and directed
M&L Brick work with sub class ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls, built in cement mortar 1:4 complete all as specified and directed.
M&L for Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as speciified and directed.
M&L for Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc. and similar work conforming to Fe-290 Gde E-165, complete all as speciified and directed.
M&L for Cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, etc in any shape or size as indicated and directed and inclusive of one primer coat, one under coat and one finishing coat of paint complete all as specified and directed.
Supply and fixing of Chain link MS galvanised fencing of any size including line wires, mesh, any size and type to any type of standards, rails, straining bolts, etc including provision of binding wire complete all as specifieed and directed.
Material and labour for shifting of 60 HP Non Clog Centrifugal type pumpset after disconnecting all incomming and outgoing CI Pipe connections including disconnecting cable connection with starter from SP No 02 ( Motor Room ) to SP No 02 (DG Room) complete with fixing at new location by nuts, bolts and washer and made the connection of cables complete with suitable size of foundation as per manufacturar design with vibration pad complete all as specified and directed.
Supply and laying of unplasticised PVC pipes of 40 mm bore with pressure rating 10 kgf/cm2 laid in trenches for passing the cable complete all as specified and directed.
Excavation in trenches, not exceeding 1.5 mtr wide and not exceeding 1.5 mtr deep in soft / loose soil for erection of poles, cables, earthings etc. complete all as specified and directed at site.
Returning, filling in, excavated soil including leveling, watering and well ramming in layers of thickness not exceeding 25 cm in each layer complete all as specified and directed.
Removing excavated surplus soil to a distance exceeding 50 mtr and not exceeding 250 mtr and depositing the soil where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed.
M&L Dry and clean fine sand for cable cushioning to underground cable protection, complete all as specified. (Excavation and earth work measured separately). Note-Punned down thickness shall be measured.
S&F Cover to underground cable with one layer of bricks using sub class ‘B’ bricks (old size) laid flat across the cable complete all as specified. (Excavation and earth work measured separately).
Supply, Installation, testing and commissioning of factory made CPRI Type Tested outdoor cubical type powder coated LT panel dust, vermin and weather proof made out of MS sheet 3.0 mm thick having common aluminium bus bar of capacity 700 Amp TPN each and suitable capacity TPN bus bar for outgoing MCCB's and Digital Ammeter & Voltmeter and 4 Nos of CTs of suitable capacity with each MCCBs and wiring of panel with suitable size of copper conductor cable, thimbles including cable entry glands and grouted below GL in PCC (1:3:6) type C-2 using 40 mm stone aggregates including earthwork , all as directed comprising of following:- Incoming a) MCCB 4 Pole, 415 V, Adjustable type, 350 Amps with breaking capacity 36 KA- 1 No Outgoing :- b) MCCB 160A 415V,16KA, 4 Pole 50 Hz-02 No c) Digital Voltmeter LED type 0-500 Volts - 01 No d) Digital Ammeter LED type 0-500 Amps - 01 No e) CT 400/5 Amp, VA-12 - 03 No f) LED Indicating lamp- 03 Nos (Red, Green, Blue)
Material & labour earthing complete with galvanized steel earth plate electrode 60cm x 60cm x 6mm thick buried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of the earth plate at a depth not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick and packed with layers of charcoal dust and common salt, earth electrode GI strip 32 x 6mm dia connected to GI earth plate electrode by means of bolts, nuts, check nuts and washers of galvanized iron and thimbles and other end of earth wire connected to main switch board and protected by galvanized iron light grade 50mm bore and GI pipe 20mm bore medium grade with funnel and wire mesh for watering including necessary excavation and earth works. PCC chamber in cement concrete (1:3:6) type C-2 using graded stone aggregate and RCC cover in M-25 (Design mix) and all as shown in Electrical Plate No. 3 of MES Schedule (Part-I) of 2009 complete all as specified and directed.
S&F on load changeover switch 4 Pole 250 Amps cap with centre handle with bolts, nuts and washer including thimbles of suitable sizes grouting complete all as specified and directed.
Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 95 sq mm 3½ core laid in trenches/floor, complete all as specified and directed.
M&L for factory made sheet metal enclosure busbar chamber made out of 14 SWG CRCA sheet powder coated weather proof out door type with 60cm long legs 4 Nos made out of 40X40X6mm equal angle size of encloser not less than 120X75X45cm depth with front and rear openable double door with locking arrangement including 4 strip aluminium bus bar of 400 amps capacity, mounted on insulators including and connection in the new chamber with bolts and nuts, including thimbles of suitable sizes,PCC foundation (1:2:4) type B-1 for grouting of four legs, complete all as specified and directed by Engr-in-Charge.
M/s Surjit Singh and bros
M/s Manoj Construction Co.
stage.html
html • 0.05 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 .