Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 CrAccepted-AOC 180 10 STREET NO 10 HARPAL NAGAR NEAR TRIVENI MANDIR BHATTI ROAD BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | ₹1.5 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹1.6 Cr+₹14.9 L (10.3%)Rejected-AOC | ₹1.6 Cr+₹14.9 L (10.3%) | 2 | Rejected-AOC L2 |
| 3 | 3₹1.7 Cr+₹21.9 L (15.1%)Rejected-AOC | ₹1.7 Cr+₹21.9 L (15.1%) | 3 | Rejected-AOC L3 |
| 4 | 4₹1.8 Cr+₹30.4 L (20.9%)Rejected-AOC MANSA | PATIALA | PUNJAB | 140401 | ₹1.8 Cr+₹30.4 L (20.9%) | 4 | Rejected-AOC L4 |
Tender Value
Refer Docs
EMD Value
₹3.0 L
Closing Date
22 Sept 2023, 10:00 amClosed
Executive Engineer Drainage-Cum Mining and Geolog
Executive Engineer Drainage-Cum Mining and Geology Division WRD, Punjab Faridkot
Lift/Gravity flow pipe line scheme RD 0-7200 to drain out flood water from filed and abadi Village of Thandewala (Distt. Sri Muktsar Sahib) outfalling into Thandewala Link Drain at RD 32315
2023_WR_107373_2
003/DCD/M.N./FDK/2023
Open Tender
Civil Works
Item Rate
60 days
Executive Engineer Drainage-Cum Mining and Geolog
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Yes
₹3.0 L
Yes
10 Oct 2023
15 Sept 2023
22 Sept 2023
15 Sept 2023
22 Sept 2023
15 Sept 2023
Amount
Cement concrete 1:4:8 with stone ballast or shingle.(CSR 10.10 a (ii)+5.35%)
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.(CSR 11.7+5.35%)
Damp proof course 7.50CM thick C.C 1:2:4 with two coats of bituman 20/30 penetration @1.65kg Per Sqm laid hot and sanded CSR 10.25 +5.35
First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.(CSR 11.8+5.35%)
Conglomerate floor 50mm thick cc 1:2:4 on 100mm thick cc 1:8:16 and 100 mm sand filling using Mechanical mixer for mixing of material.(CSR 14.10 +5.35%)
Shuttering or faces of concrete foundations and foundation beam plinth. (CSR 9.1+5.35%)
Centering and shuttering for flat surfaces such as suspended floor, roofs,landings,chajjas etc. CSR 9.8+5.35%
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications (item no-CSR 22.2 )+5.35%
12.5mm thick cement plaster 1:4 CSM. CSR 15.9+5.35%
Iron graded doors, windows including pintle hinges and arrangements. CSR 18.5+5.35%
Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings, including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects.upto 3 mtr csr 29.5 (A)(1) +5.35%
Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for suitable number of modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches, 16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½" deep for walls and CI 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):- CSR 34.02 (viii)+5.35%
Reinforced cement concrete M-25 with cement mechanicaly batch mixed using batch type mcocrete mixer as per IS 1791 & vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure.+5.35%
Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329- 2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage ITEM NO. 28.23 (e)+5.35%
Providing and fixing 1 no Monoblock pumpset including suction GI pipe including accessories i.e reflux valve, foot valve nuts & bolts with cutting & threading complete in all respects including panel board complete ( As per Qutations)
Excavation in soil using hydraulic JCB excavator CK-90 with hydraulic excavator of 0.9 cum bucket capacity including cutting,trimming bottom and side slopes,in accordance with reuirements of lines,grades and cross sections,including all lifts and combined lead upto 30m.(item no.6.19)+5.35%
Cement concrete 1:2:4 with stone ballast or shingle using concrete mixer volumetric type(item no.10.13(ii))+5.35%
Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixers as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement, centering and shuttering in superstructure (item no 10.22)+5.35%
Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved(item no 9.3)+5.35%
Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc (item no 9.2)+5.35%
Earth filling under floors with surplus excavated from foundation and taken only from outside the building plinth in 15cm layers including ramming,watering and consolidating lead upto 30 m(item no. 6.8 a(i)+5.35%
Providing, Running and maintenance of pumping set 8H.P./Generator set for dewatering arrangements complete in all respects (item no.25.4(i))+5.35%
Making bore and installation of pumping set for dewatering arrangements complete in all respects (item no.25.5)+5.35%
Water proofing treatment of RCC structures (after making the surface clean, dry & free from all internal voids or honey combs ), with Zycosil /equivalent water proofing Solution (1 litre of Zycosil / equivalent & 20 litres of potable water stirred first & 2 litres of Zycoprime / equivalent added and stirred (total 23 litres)) using two coats till it meets the saturation level and testing as per RILEM or by water drops test in which water drops do not absorb but drops remain or rolls 13.88+5.35%
Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 (item no.29.35)+5.35%
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 6.6 +5.35%
Laynig fine sand in foundation (under pipe Line) CSR M-1(d)+5.35%
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of RCC S&S pipes & specials with rubber ring ISI marked as per IS code IS 458-2013 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of conc. 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, haunhes 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 Engineer-in-Charge including all cartage etc. CSR 29.46 + 5.35% NP2 Pipe 600mm dia
Extra over and above the rate of item No.29.2,29.4,29.5 (a to e) for lowering sub Soil water level from its natural level,as decided by the Engineer-in-Charge,by every 0.30 m depth(upto requisit depth),i/c cost of bore holes,machinery and carrying out the work in safe manner complete in all respects.Above 760 mm i-d CSR 29.6 (a) +5.35% Above 760 mm i-d CSR 29.6 (a) +5.35%
Extra for providing 1:2 CSM on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing, trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. CSR 29.47 +5.35%
Any Other Item
RUPANA CONTRACTORS AND DEVELOPERS
JAGIR SINGH CONTRACTOR
BRIJ LAL GOVT CONTRACTOR
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 .