Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | L1 | Accepted-AOC accept | |
| 2 | L2₹6.7 L+₹5,984.61 (0.91%)Accepted-AOC | L2 | Accepted-AOC accept | |
| 3 | L3₹6.7 L+₹10,014.95 (1.52%)Rejected-AOC 4 MARIA COLONY FATEHABAD 125050 | FATEHABAD | FATEHABAD | HARYANA | 125050 | L3 | Rejected-AOC reject | |
| 4 | L4₹7.0 L+₹43,496.98 (6.60%)Rejected-AOC | L4 | Rejected-AOC reject | |
| 5 | L5₹7.1 L+₹45,676.20 (6.93%)Rejected-AOC | L5 | Rejected-AOC reject |
Tender Value
₹6.7 L
EMD Value
₹13,000
Closing Date
25 Feb 2020, 5:00 pmClosed
Executive Engineer
Provincial Division, PWD B and R Br., Fatehabad
Special Repair of Primary Health Centre at Village Khairati Khera in Fatehabad Distt.
2020_HRY_117964_3
PWD/FTB/Notice No. 742-92 dated 10.02.2020
Open Tender
Civil Works
Item Wise
90 days
Fatehabad
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
E.E. Provl. Divn. PWD B and R Br., Fatehabad
₹13,000
Yes
20 Apr 2020
12 Feb 2020
26 Feb 2020
12 Feb 2020
25 Feb 2020
12 Feb 2020
Amount
Excavation of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to full depths as shown in drawings including shoring, timbering of poling boards, frame system type, dressing to correct sections and dimensions, according to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushes, etc. night signals profiles, pegs, sight rails, boning rods, crossing over trenches for access to the houses, watching fencing etc. fixing and maintenance of caution board refilling of trenches, watering of refill, in 15 cm layers ramming and restoration of unmetalled or unpaved surface to original condition and removal of surplus soil, from site of work, upto a lead of 1 Km in oridnary soil. (HSR 6.10 (a) for depths excavation not exceeding 3 metres below ground level.
Removing door and window (wood and steel) with chowkats by making recesses in walls when the wall is not to be dismantled (HSR 8.18 (a) Door
(b) Window
Cement Concrete 1:8:16 with brick ballast 40mm nominal size in foundation and plinth. (HSR 10.26)
Cement concrete 1:8:16 with stone aggregate 40 mm Nominal sie in foundation and plinth. (HSR 10.28)
Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (Straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centring and shuttering, laid in position complete in all respects. [HSR. 10.86 + 10.95 (a)]
Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing, strips, foundation, rafts, pedestal and approach slabs of bridges etc. but excluding steel reinforcement and including centring and shuttering, laid in position, complete in all respects. (for work upto 1.5 Mtrs. below ground level). [HSR. 10.90 + 10.95 (a)].
Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in payments, roads, taxitracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete.(HSR 10.132)
Distempering with washable oil bound distemper (of approved manufacture) two coats on old distempered work. (HSR 16.60)
Provinding two coats of exterior acrylic emulsion paint (b) 1st Qlty. (HSR 16.79 (b))
Supplying and fixing glass panes with deodar wood moulding c) 4 mm thick (glazing area above 55 sq dm, but upto 84 sq dm of each pane) (HSR 17.24 c)
Factory mfg. wire gauze (HSR17.92 (i) 30 mm thick
ii) 35 mm thick
Factory manufactured Solid Flush Door Shutter, with block board core as per I.S. No. 1659-1969 bonded with water proof type phenol formaldehyde synthetic resin, hotpressed, conforming to I.S. 2202 part I and II, fixed in position, including iron hinges, screws, chocks/cleats and stops etc., (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position. (Note:- reputed make such as Duro, Green, Kitply will be used as approved by Engineer-in-charge). HSR 17.93 (a) - Note 1 under 17.18]. Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. 35 mm thick
Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. (HSR 18.12).
Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights /depths/storeys/basements etc. (HSR 18.22) NOTE:- Reinforcement shall be measured in length including hocks, if any, separately for different diameters as actually used in work, excluding overlaps, Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement
Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2;4 slab 100 mm thick./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint coplete as per standard design. [HSR 29.84] (a) Size 450 mm x 450 mm
Providing SALT GLAZED STONE WARE PIPES GRADE 'A' IN STANDARD LENTH OF 600 MM EACH PIPE MARKED WITH IS;651 and their lowering, cutting, jointing and testing as described in HSR item no. 29.38, 29.39, 29.40 inlcuding the cost of jointing materials as well as carriage, loading, unloading, stacking handling, re-handling etc. complete in all respect to the satisfaction to the Engineer-in-Charge. (HSR 29.95) 150 mm dia.
Providing and Fixing parking shed of japani sheet as per approved color with 25 mm thick square MS tube frame of 450 x 450 mm spacing and outer support with 50 mm square tube and vertical post 75 mm dia MS pipe with cement concrete 1:2:4 foundation including cutting, welding, all size screws, nut bolt and placing in position as direction by Engineer-In-Charge (NS)
Providing & Fixing Pipe 50 mm dia ISI marked completed in all respect (NS)
Cutting & Fixing of GI Pipe 50 mm dia Complete in all respect (NS)
Fixing & Jointing of GI Pipe on 32 mm dia complete in all respect
Shubham Contractor Fatehabad
RAJESH KUMAR CONTRACTOR
M/S Om Parkash And Co.
Ram Niwas Contractor
Satbir Singh Contractor
stage.html
html • 0.05 MB
tech_eval.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 .