Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹1.9 Cr+₹10.7 L (6.08%)Rejected-AOC RAM NAGAR NEW BUS STAND NARWANA 126116 | NARWANA | JIND | HARYANA | 126116 | ₹1.9 Cr+₹10.7 L (6.08%) | L2 | Rejected-AOC 2nd Lowest |
| 3 | L3₹1.9 Cr+₹14.5 L (8.25%)Rejected-AOC 0 BARWALA HISAR HARYANA | HISAR | HARYANA | 125001 | ₹1.9 Cr+₹14.5 L (8.25%) | L3 | Rejected-AOC 3rd Lowest |
Tender Value
₹1.8 Cr
EMD Value
₹3.7 L
Closing Date
19 Feb 2020, 6:00 pmClosed
Executive Engineer Narwana W/S Division Narwana
Executive Engineer Narwana W/S Division Narwana
Linking of New Dharodi Minor at RD 53900/R of BML Barwala Link Channel.
2020_HRY_118531_1
714/25-A/Misc
Open Tender
Civil Works
Works
180 days
Narwana
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
Yes
Executive Engineer Narwana W/S Division Narwana
₹3.7 L
Yes
17 Mar 2020
14 Feb 2020
20 Feb 2020
14 Feb 2020
19 Feb 2020
14 Feb 2020
Amount
Dismantling Brick Work. Tile Massonry or Tile Lining and Tile Terracing in cement. HSR item No. 8.5 (b) .
Earth work in excavation in foundations, trenches, etc., in all kind of soils, not exceeding 2 metres depth including dressing of bottom and side 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 a lead of 30 metres. HSR item NO. 6.6 .
Lining with Design mix cement concrete of grade M-15 with minimum cement contant 240 kg/cum, 75 mm thick including pumping of concrete to site of laying and admixtures in recommended proportions as per IS: 9103 to accerlerate, in curve portion and side slop manually including cement sand slurry, form work, dressing and preparation of sub grade (HSR item No. 10.64, 19.12, 19.2 & 19.15 (b) A&C Slip No. 30 dated 25.10.2019, A&C Slip No. 32 and 33 dated 11.11.2019 .
Lining with Design mix cement concrete of grade M-15 with minimum cement contant 240 kg/cum, 75 mm thick including pumping of concrete to site of laying and admixtures in recommended proportions as per IS: 9103 to accerlerate, in bed manually including cement sand slurry, form work, dressing and preparation of sub grade (HSR item No. 10.64, 19.12, 19.2 & 19.15 (b) A&C Slip No. 30 dated 25.10.2019, A&C Slip No. 32 and 33 dated 11.11.2019 .
Providing and laying in position machine batched and machine mixed design mix M-15 grade cement concrete, using cement contents as per approved design mix, including pumping of concrete to site of laying but excluding the cost of site of laying but excluding the cost of entering, shuttering, finishing, including admixtures in recommended proportions as per IS 9103 to accelerrrate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth. (Note: Cement contant considered in this item is @ 240 kg/cum).
Supply of 150 micron polythene sheet N S .
Laying of 150 micron polythene sheet on bed sleeper.
Filling expansion joints, with special impervious hot pur, 12 mm vide. HSR item No. 19.17 .
Earth work for lip-cutting for lining of irrigation channels, inclusive of all allowances, lead and dressing. HSR Item No.19.23 (a).
Earth work excavation in ordinary soil exclusive of compensation of earth duly dressed all lead and lift with minimum lead of 1.0 Km including breaking of clods.HSR item No. 5.2 (b), 4.1 (a), note II of chapter No.6 and 6.3 (i).
Extra for compaction of earth laying as per specifications, watering the earth laid 25 cm layers water is arrange on cost, at the source of water of all lead with minimum 1 km with road roller/sheep| foot roller and tractor or any other like machinery under moisture suitable contents with desired field density not less than 25% maximum dry density (ordinary protector test). HSR item No 6.2(g) (i) (ii) (-) 6.3 (i) and 6.2 (g) (V). @ Rs. [(68.10 + 75.00 (-) 45.90 + 425%) + (225.00 +135%)]= Rs. 1039.05 per 100 cum.
Earth work excavation in ordinary soil exclusive of compensation of earth dressed with a cobined lead 15 metres including breaking of clods. (HSR item No. 6.2 (b) and 6.3(i).
Cement pointing 1:2 on the lining on side slope inclun washing surface brushes. HSR item No. 19.22 (b) and 10.119 (-) 19.12 labour .
Cement pointing 1:2 deep variety on brick and tile work. HSR item No. 15.60.
Providing and fixing gate and gearing as per approved design and specification as directed by Engineer incharge.
Removing of truff of bridge RD 54018 of 16 BML Barwala link channel.
First class brick work laid in cement sand Rs 17 mortar 1:3 in foundation and plinth. HSR item No. 11.5.
Steel reinforcement TMT bars FE-500 EQR/FE-500-D grade or more for RCC. works, where not including in the complete straightening, bending, binding wastage, overlaps, including RCC of rate spacer joints, welded bars,chairs, stays, hangers and annealed steel wire etc., and placing in position complete in all respect for all heights/ depths/ storeys/ basements etc.
Centering and shuttering for slab culverts upto 3 metres span HSR item No. 9.18 (e).
Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work but excluding steel-reinforcement and centering shuttering in foundation and plinth. HSR item No. 10.79 and 10.95 (a).
Supply and providing APM block for outlet irrigation channel NS .
Damp proof coarse 40 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded HSR item No. 10.114.
Tile terracing with one layer of tiles, 22.86 cm x 11.43 cm x 3.81 cm laid dry over a layer of mud mortar including grouting with cement sand mortar 1:3 land top surface to be left clean. HSR item No. 13.14.
12 mm thick cement plaster 1:4 on wall. HSR item No. 15.5.
Conglomerate floor 40 mm thick cement concrete 1: 2:4 on 100 mm cement concrete 1:8.16 and 100 sand or stone filling. HSR item No. 14.12.
Dry brick-on-edge paving sand grouted over 50 mm thick earth and mud plaster. HSR item No 14 20.
Pressed steel sheet frames (chowkkats), (door and window frame of size 89 mm x 50 mm with 40 mm wide single rebate) consisting of 2 mm thick steel sheet of the specified section, including iron lugs (hold fasts), iron hinge, conforming to PWD specifications, including bolts for fixing sotps, locknotch, provision for receiving tower bolts, and finished with one coat of ready-mixed paints red lead non-setting primer, of approved quality fixed in position including the cost of cement concrete 1:3:6, for filling in the frame, and cement concrete 1:3:6 for lugs complete. HSR item No. 18.34 (a)
Providing and fixing G I sheet 0.80 mm thick garage doors, with 40 mm x 40 mm x 6 mm angle frame with diagonal braces, 3 mm thick gusset plates at the junctions, hooks at the top and 25 mm dia, pulleys and T-iron 50 mm x 50 mm x 6 mm guides at bottom including locking arrangements with handles and pintles etc., complte. HSR item No. 18.16.
White washing two coats. HSR item No. 16.47.
Finishing walls with exterior decorative cement based paints such as snowcem robbiacem etc. on new work, two coats to give an even shade. HSR item No. 16.61.
Applying priming coat with metal primer on new steel or iron work including preparation of surface. ( 1st quality) HSR item No. 16.9.
Painting two coats excluding priming coat with ready -mixed paint for metallic surfaces in ail shades on new steel or iron work. (1st quality) HSR item No. 16.17.
Painting Providing and fixing 16 mm dia fan hooks 80 cm long, of required shape and size. HSR item No. 16.17.
Wrought iron and mild steel ( using angle, flats, square bars, channels) ladders, grills, grating 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 item No. 18.12.
Wiring in 1.5 Sqm mm PVC insulated copper conductor cable in 1.6 mm thick conduit pipe ( Fan point medium) HSR item No. 31.36 (I) (b)
Wiring in 1.5 Sqm mm PVC insulated copper conductor cable in 1.6 mm thick conduit pipe (Light point medium) HSR item No. 31.36 (II) (b)
Wiring in 1.5 Sqm mm PVC insulated copper conductor cable in 1.6 mm thick conduit pipe ( 3 -pin 15 amp. Plug point with 4 sqm mm including earthing the 3rd pin etc., medium point. HSR item No. 31.36 (VIII) (b)
Providing and fixing PVC linsulated aluminium 10 mm, 2 core wire ISI mark).
Providing and fixing PVC Rain water pipe 6 Kg pressure of ISI mark in cement Imortar 100 mm dia pipe during masonry work).HSR item No. 13.89 .
Credit of dismantled brick work material.
Credit of dismantled tile lining work material.
Raghbir Singh Contractor
meharchand
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 .