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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC HOUSE NO 186 B 2 SHIV COLONY SHIV COLONY PINJORE 134102 | PANCHKULA | HARYANA | 134102 | ₹6.2 L | L1 | Accepted-AOC LOWEST |
| 2 | Rejected-Technical | - | - | Rejected-Technical Agency is not fulfilling the technical conditions |
Tender Value
₹5.6 L
EMD Value
₹12,000
Closing Date
31 Mar 2020, 10:00 amClosed
Pawan Kumar Bansal
Executive Engineer, Constn. Divn. Hr. PWD B and R, Br., Chandigarh.
Upgradation of Sub Health Centre to Health and Wellness Centre (HWC) at Village Basaulan in Panchkula Distt.
2020_HRY_118943_2
PWD/CHD/CD-CHD/16947
Open Tender
Construction Works
Works
90 days
Chandigarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
E.E., Constn. Division, PWD B and R Br.,
₹12,000
Yes
14 Oct 2020
19 Mar 2020
3 Apr 2020
19 Mar 2020
31 Mar 2020
19 Mar 2020
Amount
Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 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 a lead of 30 metres. (HSR 6.6).
Dismantling brick work, tile masonry or tile lining and tile terracing (HSR 8.32) (b) in cement
Scrapping white wash and colour wash (HSR 8.32) (a)
Cement concrete 1:4:8 with stone aggregate 40 mm nominal size in foundation & plinth. (HSR 10.39)
Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. (HSR. 10.82 )
Cement concrete 1:2:4 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)
Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 penetration at 1.65 Kg. per sqm. laid hot and sanded. (HSR 10.114)
Providing and laying 80mm thick interlocking paver blocks ISI marked (IS code: 15658:2006) of all shapes and colours in design mix cement M-40 as per IRC:SP:63-2004, over a bed of 30 mm thick fine sand complete in all respects. [HSR 10.159]
First class brick work laid in cement sand mortar 1:4 in foundation & plinth. (HSR 11.4)
First class brick work laid in cement sand mortar 1:4 in 1st storey upto 4 metre above plinth level. (HSR 11.9)
Terracing consisting of 19mm thick heat resistant tiles for roof insulation 300mmx300mm laid on 20mm thick 1:3 cement coarse sand mortar including grouting with neat white cement over average 75mm thick screed of 1:8:16 including two coats of bitumen laid hot at 1.65 Kg per sqm. on top of RCC slab & cleaning of top surface complete. The tiles shall be made of white cement bleneded with fibrous polymer having flextural stress value of >150 kg/Cm2 & thermal conductivity value <0.18 w/m.k. (HSR 13.97)
Base course of floors consisting of 100mm thick cement concrete 1:8:16 and 100mm sand or stone filling (HSR 14.1)
Conglomerate floor 40mm thick cement concete topping 1:2:4 (HSR 14.9)
Providing and fixing vitrified tiles of size 600 x 600 mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tiles shall be of premium quality (first quality of reputed manufacturer like :- NITCO, KAJARIA, SOMANI, ORIENT BELL, JOHNSON, RAK AND SIMPOLO (HSR 14.89-14.93+14.97)
Providing and fixing vitrified tiles of size 600 x 600 mm of approved make in flooring laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. Note:- Tiles shall be of premium quality (first quality of reputed manufacturer like :- NITCO, KAJARIA, SOMANI, ORIENT BELL, JOHNSON, RAK AND SIMPOLO (HSR 14.90-14.94+14.97)
Laying and fixing granite stone in all shades 15mm to 18mm thick in flooring, laid in any patter as specified over base of 20mm thick cement sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the sahde of granite stone (Excluding the cost of granite stone (HSR 14.96)
12 mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.5).
10mm thick cement plaster 1:4 (HSR 15.52)
Applying pink primer or aluminum priming coat on wood work including preparation of surface, knotting and stopping etc. (HSR 16.2)
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade (HSR 16.3)
Providing two coats of exterior acrylic emulsion paint. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.79 (b)).
Providing and applying two coats white cement based putty over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (Note:- reputed make Putty such as J.K./ Birla shall be used as approved by Engineer-in-charge). (HSR 16.81)
Supplying and fixing glass panes with moulding of commercial hard wood such as hollock, champ, chikrassy and chaplasth etc. (non confiferous timber other than teak, conforming to I.S. Specifiction No. 1003 kiln seasoned (HSR 17.36) (c) 4mm thick (glazing area above 55 sqdm but upto 84 sq.dm of each pane)
Factory manufactured wire gauze door and window shutters of commercial hard wood such as Hollock, Champ, Chikrassy & Chaplash only. (non-coniferous timber other teak conforming to I.S. specification No. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail 200 mm wide bottom rail, and wire gauze of 140 G or 120 G designation including cost of iron hinges, screws, chock/cleats, stops nails etc., complete fixed in position (excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position. (Styles and rails of windows shutter shall be 75 mm wide. (i) 35 mm thick. (HSR 17.92 (ii)
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, hot pressed, 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. (b) decorative veneering with vertical grains or cross bands and face veneer one side teak face and on the other side commercial facing edges lipped with commercial hard wood with laminated core. (i) 25 mm thick. (HSR 17.93 (iii)-17.95 Note
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).
Fe-500 EQR/TMT steel bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete in all respect. Note: - Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS : 1732. Wastage, overlaps, coupling, welded joints space bars, chairs, stay, 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)(NS).
Pressed steel sheet frames (Chowkats) consisting of 2mm thick steels heet of the specified section, including iron lugs (hold fasts) iron hinges, conforming to PWD specfications, including bolts for fixing stops, locknotch, provision for receiving tower bolts, and finished with one coat of ready mixed paint 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 18.34 (b) door and window frame of size 76mmx38mm with 35mm wide single rebate
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