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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-Finance | L1 | Accepted-Finance Lowest 1 | |
| 2 | L2₹9.0 L+₹33,984.73 (3.93%)Accepted-Finance BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | L2 | Accepted-Finance Lowest 2 | |
| 3 | L3₹9.2 L+₹56,408.05 (6.53%)Accepted-Finance VILL P O DARGIA SAKRI TEHSIL DEHRA DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | L3 | Accepted-Finance Lowest 3 | |
| 4 | L4₹9.3 L+₹66,356.25 (7.68%)Accepted-Finance | L4 | Accepted-Finance Lowest 4 | |
| 5 | L5₹9.3 L+₹69,960.60 (8.10%)Accepted-Finance | L5 | Accepted-Finance Lowest 5 |
Tender Value
₹8.0 L
EMD Value
₹16,100
Closing Date
6 Aug 2020, 5:00 pmClosed
Executive Engineer
EE HP PWD Division Tanda at Nagrota Bagwan
Construction of Ambedkar Bhawan at Kharat in Distt Kangra (HP) (Deposit Work) (SH-Construction of Balance work of building portion etc)
2020_PWD_38290_8
PWD Civil Work -1408-1437-Tanda
Open Tender
Civil Works - Buildings
Item Rate
90 days
Tanda
Please refer Tender documents.
12 documents required · 12 mandatory
₹350
Executive Engineer HP PWD Tanda
₹16,100
20 Aug 2020
23 Jul 2020
7 Aug 2020
23 Jul 2020
6 Aug 2020
23 Jul 2020
Amount
Providing and fixing automatic hydraulically compressed and polished Precast terrazzo tiles with marble chips of specified sizes 30x30x25mm (Thirty into thirty into twenty five millimetres) thick ISI marked IS 1237 laid in floors, treads of steps and landings on a bed of 25mm (Twenty five milimetres) average thickness of cement mortar 1:6 (One cement : Six sand) jointed with cement slurry mixed with pigment to match the shade of tiles (wherever required) incliding rubbing and polishing complete etc tiles of silver grey shade complete as per architectural drawings and as directed by the Engineer- in-Charge including carriage of materials within all leads, lifts and other incidentals.
Providing and fixing anodised aluminium work for door, windows, ventilators and partitions with extruded built up standard tubular and other sections of approved make conforming to IS 733 and IS 1285 anodised transparent or dyed to required shade according to IS 1868. (Minimum anodic coating of grade AC 15) fixed with rawl plugs and screws or with fixing clips, or with expansion hold fastners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rustfree, straight, mitred and jointed mechanically where ever required including cleast angle, aluminium, snap beading for glazinge/ panelling C.P. brass/stainless steel screws for frame/shutters of doors windows & ventilators including providing and fixing hinges/pivots and making provisions for fixing of fittings where ever required including the cost of PVC/neoprene gaskets as required (fittings and glazing/panelling shall be paid for separately) all complete as per architectural drawings and as directed by the Engineer- in-Charge including carriage of materials within all leads, lifts and other incidentals.
Providing and fixing glazing in aluminium door, window, ventilator shutters and partition etc; with PVC/neoprens gasket etc.complete as per architectural drawings and as directed by the Engineer- in-Charge including carriage of materials within all leads, lifts and other incidentals.
Providing and fixing 250x10mm (Two hundred into Ten milimetres) size aluminum oxidized ISI make Tower bolts (Barrel type) anodized transparent or dyed to required colour and shade with necessary screws etc; complete including entire carriage of materials within all leads, lifts and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.
15mm (Fifteen milimetres) with cement mortar 1:5 (One Cement: Five Sand) cement plaster in single coat on the rough side of brick/ concrete/stone walls for interior plastering upto floor two level including arrises,internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth as per approved drawing, design and as directed by the Engineer-in-Charge, including carriage of materials within all leads, lifts and other incidentals.
Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint brushing to give an even shade including cleaning the surfaces of all dirt, dust andother foreign matter enamel paint other than white within all leads, lifts of materials and other incidentals. as per approved drawing, design and as directed by the Engineer-in-Charge.
Applying Birla white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete, complete including entire carriage of materials as per directed by the Engineer-in-charge including entire carriage of materials within all leads, lifts and other incidentals.
Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth priming coat with distemper primer complete including entire carriage of materials as per directed by the Engineer-in-charge including entire carriage of materials within all leads, lifts and other incidentals.
Providing and fixing 6 mm (Six millimetres) thick plain asbestos sheet ceiling of approved quality with butt jointing and wood screws (frame work and cover) fillets to be measured and paid for separately) including entire carriage of materials within all leads, lifts and other incidentals.
Providing plinth protection 50mm (Fifty milimetres) thick cement concrete 1:3:6 (One cement: Three sand: Six graded crushed stone aggregate 20mm (Twenty milimetres) nominal size) including finishing the top surfaces of concrete smooth complete including entire carriage of materials as per directed by the Engineer-in-charge including entire carriage of materials within all leads, lifts and other incidentals.
Providing under layer for plinth protection of 75mm (Seventy five milimetres) thick(un-consolidated)bed of dry brick/stone aggregate 40mm (Forty milimetres) nominal sizes well rammed and consolidated and grouted with fine sand including preparation of ground complete including entire carriage of materials as per directed by the Engineer-in-charge including entire carriage of materials within all leads, lifts and other incidentals.
Construction course rubble hammer dressed ‘U’ shape open surfaces drain with side wall 15x22cm (Fifteen into twenty two centimetres) in cement mortar 1:6 (One cement : Six sand) and inside plastering with cement plaster 1:3 (One cement : Three sand) including earth work and laying 10cm cement concreter in 1:5:10 (One cement: Five sand: Ten graded) crushed stone aggregate 40mm (Forty millimetres) nominal size and 7.5 cm (Seven point five centimetres) cement concrete 1:2:4 (One cement: Two sand: Four graded) crushed stone aggregate 20mm (Twenty millimetres) nominal size and finished with a floating cost of neat cement complete as per standard design complete in all respect complete including entire carriage of materials as per directed by the Engineer-in-charge including entire carriage of materials within all leads, lifts and other incidentals.
Steel work welded in built up sections,trusses and framed work, including cutting , hoisting ,fixing in position and applying a priming coat of red lead paint in beams joists channels, angles , tee ,flats with connecting plates or angle cleats as in main and cross beams,hip and jack rafters,purlins connected to common rafters and the like as directed by the Engineer- Incharge, including entire carriage of materials within all leads, lifts and other incidentals
Excavation in foundation, trenches etc. in earth work in all classification of soil such as pick work, jumper work, pick jumper work, blasting work, jumper blasting work, soft and hard blasting and saturated soil, de-watering, including wedging out rocks where blasting work is prohibited, chiseling or any other mixed variety of soil, de-watering and/or removal of slush and incidentals, lift upto any heights, stacking the excavated soil not more than 3 mtrs (Three meters) clear from the edge of excavation and then retuning the stacked soil in 15cm (Fifteen centimeter)layers, when required into plinths, sides of foundation etc; consolidating each deposited layer by ramming, watering and then disposing of all excavated earth complete, including entire carriage of materials within all leads, lifts and other incidentals
Boulder filling dry hand packed under flooring including consolidation complete, as per directed by the Engineer-in-charge including entire carriage of materials within all leads, lifts and other incidentals.
Providing form work with steel plates of 3.15mm (Three decimal fifteen millimeters) thick, welded with angle iron in frames of 30x30x5mm(Thirty into Thirty into Five millimeters), so as to give a fair finish including centring, shuttering, strutting and propping etc, with wooden battens and ballies for all heights and removal of the same for in-situ reinforced plain concrete work in work in edge of slab and breaks in floors and walls of any thickness within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge.
Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded crushed stone aggregate 20 mm (Twenty millimetres) nominal size) and curing complete excluding cost of form workin Foundation and plinth complete as per directed by the Engineer-in-charge including entire carriage of materials within all leads, lifts and other incidentals.
Providing and laying 60mm (Sixty milimetres) thick heavy duty precast cement conrete inter locking paver blocks vibro compacted upto M-50 (M-Fifty) grade i/c border or kurb block grey or coloured over sub-base of concrete with 25mm (Twenty five milimetres) thick average thickness of cement mortar 1:4 (One cement : Four sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks including curing rubbing & polishing complete (Sub base concrete floor to be paid for as directed by the Engineer-Incharge, including entire carriage of materials within all leads, lifts and other incidentals.
Providing and laying Kota stone slab 25 mm (Twenty five milimetres) thick in step side risers of steps, skirting dado and pillars laid on 12 mm (Twelve milimetres) (average) thick cement mortar 1:3 (One cement: Three sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs including making noising rubbing and polishing complete including pattren of white marble of any width and length as directed by the Engineer-Incharge, including carriage of materials within all leads, lifts and other incidentals.
Naveen Kumar
tek chand
SURUCHI GUPTA
sanchit
Bhag Singh
parveen kumar
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