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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 CrAccepted-AOC | ₹1.6 Cr | 1 | Accepted-AOC 1 |
| 2 | 2₹1.6 Cr+₹2.4 L (1.50%)Rejected-AOC VILLAGE ULDEYPUR MEERUT | ₹1.6 Cr+₹2.4 L (1.50%) | 2 | Rejected-AOC 2 |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
25 Nov 2024, 10:00 amClosed
Xen Fazilka Canal And Ground Water Division CC FZR
Xen Fazilka Canal And Ground Water Division CC FZR
Estimate for Construction of Escape Regulator at RD 85955 and RD 132050 of Mamdot Disty.
2024_WR_129269_2
006/FazilkaCanal/2024-25 dated 28/10/2024
Open Tender
Civil Works - Canal
Item Wise
90 days
Xen Fazilka Canal And Ground Water Division CC FZR
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹3.0 L
Yes
13 Dec 2024
29 Oct 2024
25 Nov 2024
29 Oct 2024
25 Nov 2024
29 Oct 2024
Amount
Dismentling of Brick Masonary in 1:3 CSM (CSR Item No. 8.5 (b) )
Dismentling of Coping
Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity i/c cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross section i/c all lifts and combined leads up to 30mtr.(CSR Item No. 6.19)
Rehandelling of earth work leads up to 30mtr.(for escape rd 85955)
Rehandelling of earth work leads up to 30mtr. (for escape rd 132050)
Extra for Pudding Work
Laying cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40 mm. nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (CSR Item No. 21.4) (for escape rd 85955)
Laying cement concrete 1:3:6 Nominal mix in foundation with crushed stone aggregates 40 mm. nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (CSR Item No. 21.4) (for escape rd 132050)
Reinforced Cement Concrete M-25 in sub Structure complete as per drawing and technical specifications height upto 5 Mtr. using concrete mixture. (CSR Item No. 21.32 F i) (for escape Rd 85955)
Reinforced Cement Concrete M-25 in sub Structure complete as per drawing and technical specifications height upto 5 Mtr. using concrete mixture. (CSR Item No. 21.32 F i) (for escape Rd 132050)
Reinforced Cement Concrete M-20 in sub Structure complete as per drawing and technical specifications height upto 5 Mtr. Using concrete mixture. (CSR Item No. 21.32 E i)
PCC M-15 Cement Concrete in Sub Structure Complete as per drawing and technical specification using mixture. (CSR Item No. 21.32 a)
Reinforced Cement Concrete M-30 in sub Structure complete as per drawing and technical specifications height upto 5 Mtr. Using concrete mixture. (CSR Item No. 21.32 G i)
Crash Barrier -Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, pproaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with
Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. (CSR Item 18.18)
Reinforced cement concrete approach slab using M-30 grade concrete , including reinforcement and formwork complete as per drawing and Technical specification
Supply and laying dry Brick Ballast as graded filter beneath CCM Blocks (CSR Item No 10.30)
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates
Providing and filling Expension joint with special impervious hot pour 12.5 mm wide
Drainage Spouts complete as per drawing and Technical specification with 6 meter long GI 100
Providing & fixing in position of flat/wedge seal including preparation of surface complete in all respects and to entire satisfaction of Engineer in charge.(75 mm dia x 10 mm th.)
Providing of hollow bulb seal & fixing in position including preparation of surface complete in all respects and to entire satisfaction of Engineer in charge. (100/44)
Providing and fixing skin Plate 10mm
Providing and fixing ISMB 175
Providing and fixing MS Plate 8 mm thick
Providing and fixing SS Plate 8 mm thick
Providing and fixing ISMC 175
Providing and fixing MS Plate 10 mm thick
Providing and fixing ISPL plate 12 mm thick
Providing and fixing ISPL plate 15 mm thick
Providing and fixing ISPL plate 20 mm thick
MS Spindle with double start or triple start threading 11 height 1/3/4 dia complete (CSR- 491)
MS housing cover with worm and worm wheel assembly shaft handle gun metal bush with triple start treading inside complete in all respect 1.25 lonne capacity
Supply and fixing of spindle cover
Providing and Fixing Square bars 25x25 mm
Supply and fixing stainless steel bolts, csk screws and nuts (for seals of all types) with washer of all sizes and length required as per sample /drawing /direction of Engineer in charge complete in all respect.
Supply and fixing of common shaft duly machined at site complete in all respect and to entire satisfaction of engineer in charge
Commisioning & testing of Gates at site complete in all respect and to entire satisfaction of Engineer in charge
Fixing of coupling for common shaft with supply of spindle shaft coupling rods and cover plate complete in all respect and to entire satisfaction of engineer in charge
Fixing and holding gate with 35 tonne capacity crane
Providing gate wheel assembly complete in all respect to entire satisfaction of engineer in charge 200mm dia
Assembling and fixing in position gate wheel assembly complete in all respect to entire satisfaction of engineer in charge
Providing Grease Nipple
Providing and fixing SS plate 10mm thick
Providing and fixing SHS 200x200x6 (For Column)
Providing and fixing SHS 40x40x6
Providing and fixing SHS 60x60x6
Providing and fixing Stifefner Plates 6 mm thick
Providing and fixing ISMB 250 mm
Providing and fixing ISMC 250 mm
Providind and Fixing chequered plate 6 mm thick
Providind and Fixing chequered plate 8 mm thick
Providing and fixing ISA 65x65x6 mm
Providing and fixing GI Pipe 50 NB (For Railing)
Providing and fixing ISMC 150 mm
Providind and Fixing MS plate 14 mm thick ISPL
Providind and Fixing S.S plate 8 mm thick ISPL
Supply,Providing and fixing of stainlesss steel bolts & nuts with washer of all sizes and lengths required as per sample drawing direction of
Providind and Fixing Anchor
Providind and Fixing ISMC 200 mm
Providind and Fixing ISMB 200 mm
Providind and Fixing ISST 200 mm
Fillet welding with high strength steel rods complete in all respect and to entire satisfaction of the engineer in charge (C.R. Sr. No.17 iv)
painting two or more coats with anticorrosive bitumastic paint to give an even shade
Painting two coats excluding priming coat with readymixed paint for metallic surfaces in all shades on steel or iron work
Providing and Fixing Roller Pin
Providing and Fixing hook plate
Providing and Fixing hook pin 20mm Dia 150mm length
Supply of Multipurpose syn, hetic Grease Complete in all respects and to entire satisfaction of engineer-in-charge
Supply of Diesel
Supply of Mobile Oil
Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect upto 1.5 mtr depth
Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect 1.5 mtr to 2.25 mtr depth
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458- 2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. NP2 500 mm
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick- Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.( CSR Item 6.6)
Providing Water regulating structure for D.I. pipe
Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. [B(D.I. Pipe as per IS 8329 DI-K9)] dia 500 mm
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
Filling Stones or Spalls into crates and hand packing including cost of Boulder Stone, (Weight 18 kg.-40 kg. and Boulder Stone with weight up to 18 kg. not exceeding 10% of total quantity of Boulder Stone from quarry site to site of work including loading, unloading, stacking & Complete in all repects.
Weaving of Wire netting for wire crates i/c binding sides & partitions to make crates of 15 cm x 15 cm or 25 cm x 7.5 cm mesh i/c supply & carriage of M.S Annealed wire.
Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven)
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads 3 km katcha
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in charge) 800mm i/d Sluice Valves flanged
Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete 500mm i/d Non-return valve
Royality for ordinary Earth from private land (Royality as per punjab State Minor mineral Policy 2023)
Any Other Item
M/s SP Construction Company (BID ID -597513)
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