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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.7 LAccepted-AOC 225 NAROT COLONY MODEL TOWN PATHANKOT PB 145001 | PATHANKOT | PUNJAB | 145001 | L1 | Accepted-AOC Reasonable | |
| 2 | L2₹24.3 L+₹2.4 L (10.8%)Rejected-Finance | L2 | Rejected-Finance Being other than L1 | |
| 3 | L3₹26.2 L+₹4.3 L (19.8%)Rejected-Finance I 910 JAHANGIR PURI NEAR BY ANAND MAYA HOSPITAL NORTH WEST DELHI DELHI 110033 UDYAM DL 06 0040830 | NORTH DELHI | DELHI | 110033 | L3 | Rejected-Finance Being other than L1 | |
| 4 | L4₹26.5 L+₹4.6 L (20.9%)Rejected-Finance | L4 | Rejected-Finance Being other than L1 | |
| 5 | L5₹28.7 L+₹6.8 L (31.1%)Rejected-Finance | L5 | Rejected-Finance Being other than L1 |
Tender Value
₹34 L
EMD Value
₹68,000
Closing Date
19 Mar 2020, 6:00 pmClosed
GE(AF) PATHANKOT
GE(AF) PATHANKOT
REPAIR OF WATER SUPPLY DISTRIBUTION PIPE LINE AND OTHER CONNECTED ITEMS AT AFS PKT
2020_MES_329943_1
GE/ PAF-59/ 2019-20
Open Tender
Support/Maintenance Service
Item Rate
270 days
GE(AF) PATHANKOT
As per NIT
8 documents required · 8 mandatory
₹500
GE(AF) PATHANKOT
₹68,000
Yes
27 Aug 2020
29 Feb 2020
21 Mar 2020
29 Feb 2020
19 Mar 2020
13 Mar 2020
Amount
Repair, maint and making leak proof GI/CI/DI water supply pipe lines/valves after rectifying the defects of the water supply items in DOMESTIC AREA such as joints, sluice valves/gate valves, bends, elbows, tees, connectors, backnuts, diminishing pieces, caps, plugs and unions, etc and fixing complete with clips, wall hooks, wooden plugs, cutting, screwing and for making forged bends on piping as required and other similar items/fittings etc. complete all as specified and directed by Engineer-in-Charge. Note :- (i) Each job is assessed for one no fitter general mechanic alongwith a helper each day in one shift. (ii) Minor excavation required for repair work for upto the length of 1mtr and depth of 1 mtr and width of 0.6 mtr including retrurning filling and removal of surplus soil is deemed to be included in quoted rates (iii) Material such as joints, valves of any type, CI fittings will be measured and paid seperately under respective item of schedule, cost of taking out, fixing only and faulty items and any material other that mentioned required for fault rectification is deemed to be included in quoted rates. (iv) Any T&P required for execution of job is to be provided by contractor and is deemed to be included in quoted rates. (v) Contractor manpower has to collect complaint on daily basis and rectification will be done within 48 hrs after receipt of complaint failing which a penal recovery @ Rs. 500/day will be recoverd from contractor.
Repair, maint and making leak proof GI/CI/DI water supply pipe lines after rectifying the defects of the water supply items in TECHNICAL AREA such as joints, sluice valves/gate valves, bends, elbows, tees, connectors, backnuts, diminishing pieces, caps, plugs and unions, etc and fixing complete with clips, wall hooks, wooden plugs, cutting, screwing and for making forged bends on piping as required and other similar items/fittings etc. complete all as specified and directed by Engineer-in-Charge (Note :- (i) Each job is assessed for one no fitter general mechanic alongwith a helper each day in one shift. (ii) Minor excavation required for repair work for upto the length of 1mtr and depth of 1 mtr and width of 0.6 mtr including retrurning filling and removal of surplus soil is deemed to be included in quoted rates (iii) Material such as joints, valves of any type, CI fittings will be measured and paid seperately under respective item of schedule, cost of taking out, fixing only and faulty items and any material other that mentioned required for fault rectification is deemed to be included in quoted rates. (iv) Any T&P required for execution of job is to be provided by contractor and is deemed to be included in quoted rates. (v) Contractor manpower has to collect complaint on daily basis and rectification will be done within 48 hrs after receipt of complaint failing which a penal recovery @ Rs. 500/day will be recoverd from contractor.
Supply only following item No 3.00 to 3.12 to be fixed under srl item no.1.00 and Item No 2.00 above: 50 mm bore gate valve Gun metal screwed down high pressure with crutch with or butter fly handle screwed booth ends for pipe complete and all as specified.
40 mm bore gate valve Gun metal alloy screwed down high pressure with crutch with or butter fly handle screwed booth ends for pipe complete and all as specified.
25 mm bore gate Gun metal alloy screwed down high pressure with crutch with or butter fly handle screwed booth ends for pipe complete and all as specified.
20 mm bore gate Gun metal alloy screwed down high pressure with crutch with or butter fly handle screwed booth ends for pipe complete and all as specified.
15 mm bore gate Gun metal alloy screwed down high pressure with crutch with or butter fly handle screwed booth ends for pipe complete and all as specified.
Cast iron bends (any type radius and angle) taper any type (Straight) bend increasing Per decreasing or double socket etc Tee peces, single branch 'Y' junction double branch, coller, Kg capacity and plugs for 80 mm bore to 150 mm bore CI pipe conforming to IS-1538-1976 complete and all as specified.
150 mm bore sluice valve type PN-1 double Flanged cost iron type with brass spindle and iron wheel and 16 mm dia iron nuts, bolts & washers and rubber insertion sheet conforming to IS specification complete and all as specified.
100 mm bore sluice valve type PN-1 double Flanged cast iron type with brass spindle and iron wheel and 16 mm dia iron nuts, bolts & washers and rubber insertion sheet conforming to IS specification complete and all as specified.
80 mm bore sluice valve type PN-1 double Flanged cast iron type with brass spindle and iron wheel and 16 mm dia iron nuts, bolts & washers and rubber insertion sheet conforming to IS specification complete and all as specified.
150 mm bore non return valve type PN-1 double Flanged cast iron type with brass spindle and iron wheel and 16 mm dia iron nuts, bolts & washers and rubber insertion sheet conforming to IS specification complete and all as specified.
Run lead joint to 150 mm bore complete all as specified and directed by Engr-in - Charge
Run lead joint to 100 mm bore complete all as specified and directed by Engr-in - Charge
Run lead joint to 80 mm bore complete all as specified and directed by Engr-in - Charge
Excavation in trenches for taking out/laying of pipe line not exceeding 1.5 mtr deep and not exceeding 1.5 mtr wide in soft/ loose soil complete and all as specified.
Returning filling including spreading leveling watering and well ramming in layers not exceeding 25 cm thick each layer of soft/loose soil complete and all as required.
Removing excavated material to a distance not exceeding 50 meters and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete and all as specified.
Taking up or down unserviceable CI tube of any grade 80 mm to 100 mm bore including all clearing for re fixing or removal to store complete all as specified and directed by Engr-in - Charge
Taking up or down unserviceable GI tube of any grade 40 mm to 50 mm bore including all cleaning for re fixing or removal to store complete all as specified and directed by Engr-in - Charge.
Taking up or down unserviceable GI tube of any grade 15 mm to 25 mm bore including all cleaning for re fixing or removal to store complete all as specified and directed by Engr-in - Charge.
Laying only CI/ DI pipe Spigot & Socket of any grade 100 mm to 150 mm bore in trenches after cleaning as complete all as specified and directed by Engr-in - Charge
Laying only CI/ DI Pipe Spigot & Socket of any grade 80 mm bore in trenches after cleaning as complete all as specified and directed by Engr-in - Charge
Laying only GI tubing of any grade 50 mm bore with all new fitting in trenches after cleaning as complete all as specified and directed by Engr-in - Charge
Laying only GI tubing of any grade 40 mm bore with all new fitting in trenches after cleaning as complete all as specified and directed by Engr-in - Charge
Laying only GI tubing of any grade 25 mm bore with all new fitting in trenches after cleaning as complete all as specified and directed by Engr-in - Charge
Laying only GI tubing of any grade 20 mm bore with all new fitting in trenches after cleaning as complete all as specified and directed by Engr-in - Charge
Laying only GI tubing of any grade 15 mm bore with all new fitting in trenches after cleaning as complete all as specified and directed by Engr-in - Charge
Supply and lay pipe ductile Iron, Class "K-7", 150mm (6") dia including jointing material etc all complete all as specified and directed by Engr-in - Charge
All as per Srl item No 17 above but 100 mm bore complete and all as specified and directed by Engr-in - Charge
All as per Srl item No 17 above but 80 mm bore complete all as specified and directed by Engr-in - Charge
Supply and fixing 50 mm bore GI tube medium grade galvanized with all fitting laid in trenches,fixed to wall, ceilings in floor etc complete all as specified and directed by Engr-in - Charge
Supply and fixing 40 mm bore Mild Steel Tube medium grade galvanized with all fitting laid in trenches, fixed to wall, ceilings in floor etc complete all as specified and directed by Engr-in - Charge.
Supply and fixing 25 mm bore mild steel tube medium grade galvanized with all fitting laid in trenches, fixed to wall, ceilings in floor etc complete all as specified and directed by Engr-in - Charge
Supply and fixing 20 mm bore mild steel tube medium grade galvanized with all fitting laid in trenches, fixed to wall, ceilings in floor etc complete all as specified and directed by Engr-in - Charge
Supply and replace 15 mm bore mild steel tube medium grade galvanized with all fitting laid in trenches walls and ceailings or laid in floors complete all as specified and directed by Engr-in - Charge.
Cutting of cast iron pipe 80 mm dia to required length before laying pipe complete all as specified and directed by Engr-in - Charge.
Cutting of cast iron pipe 100 mm dia to required length before laying pipe complete all as specified and directed by Engr-in - Charge.
Cutting of cast iron pipe 150 mm dia to required length before laying pipe complete all as specified and directed by Engr-in - Charge.
Cement concrete for repair of broken valve pits type C-2 using 40mm graded aggregate ratio 1:3:6 complete all as specified and directed by Engr-in - Charge.
Brick work with subclass old sized ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement mortar of ratio 1:6 for repair of broken valve pits complete all as specified and directed by Engr-in-Charge.
Cement plastering in CM 1:4, 15 mm thick on Brick masonery surfaces incl finishing the surfaces even and smooth w/out using extra cement complete all as specified and directed by Engr-In-Charge.
Cross arms bracing support clamps and back plates fabricated iron structural steel section incl nuts, bolts, washers, welding , bending cold or hot drilling holes for bolts in any shape or size as indicated or directed and inclusive of one primer coat and one under coat and one finishing coat of alluminium paint complete all as specified and directed by Engr-In-Charge
Supply ,installation,connecting ,testing and commissioning of chlorine Dosing system comprising of preparation tank made out of FRP with capacity 100 ltrs with water inlet line, Outlet point with stainer, Drain plug, Overflow option, with level gauge, Agitator comprising of flange mounted electric motor of appropriate capacity with plastic shaft and impeller, and service tank of net capacity 100 ltrs with water inlet line, Dosing pump inlet arrangement, Drain and overflow option, level gauge and inspection port and Agitator with flange mounted electric motor of appropriate capacity and dosing pump High pressure single head adjustable pressure upto 5 Kg /sqcm. Power input 230 v, 50 HZ, with fractional Horsepower motor suitable for output of upto 10 ltr/ hr with mandatory accessories like lead tubing, connecting ferrules, check valve, etc complete upto chlorine feeding point to chlorination plant including all the accessories required for proper functioning of dosing system complete all as specified and directed by Engr-In-Charge.
Scrapping removing and cleaning of interior surface of overhead reservior of capacity 100000 gallon at 15 Mtr height from ground level cleaning with alum water and brush to entire satisfaction of Engr-in-charge including writing date of clearing and capacity of tank with synthetic enamel paint of size 10 cm height of tank complete and specified and directed by Engr-in-charge.
All as per Srl item no 33 above but capacity 75000 gallon complete all as specified and directed by Engr-in-Charge.
All as per Srl item no 33 above but capacity 60000 gallon complete all as specified and directed by Engr-in-Charge.
All as per Srl item no 33 above but capacity 50000 gallon complete all as specified and directed by Engr-in-Charge.
All as per Srl item no 33 above but capacity 40000 gallon complete all as specified and directed by Engr-in-Charge.
All as per Srl item no 33 above but capacity 25000 gallon complete all as specified and directed by Engr-in-Charge.
Breaking road, pavement, hard standing, tiles of any type, including excavation of subbase, soil upto the depth of 0.60 mtr and width 0.45 mtr by mechanical means for fault finding in water pipe lines and including making good to the disturbed surfaces matching with existing after rectification of fault including removal of surplus material to nearby dumping point complete all as specified and directed by Engr-In-Charge. Note:(i) Any T&P required for work is deemed to be included in quoted rates. (ii) Interlocking tiles and cement concrete required for making good will be measured and paid seperately under respective item of schedule.
Supply and fixing in replacement Machine pressed precast concrete interlocking paver block, shape and size as approved, conforming to IS 15658-2006 of 60mm thickness with Grey cement and pigment including providing sub base with PCC/Cement mortar and sand filling as required for proper fixing of tiles complete all as specified and directed by Engr-In-Charge.
Cement concrete for repair of broken road/pavement/hardstanding etc type C-1 using 20mm graded aggregate ratio 1:3:6 complete all as specified and directed by Engr-In-Charge
M/S SINGHAL ENGINEERS
SATISH AND CO
M/S V K TRADERS
JATINDER CONSTRUCTION COMPANY PRIVATE LIMITED
INDERJIT SINGH
JYOTI ENTERPRISES
commercial traders
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