Loading…
Tenderkart now works inside Claude and ChatGPT: search and analyse tenders right from your chat
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance GUDLIXA | Admitted-Finance |
| 4 | Admitted-Finance | Admitted-Finance |
| 5 | Admitted-Finance 1103 ARUNAACHAL BUILDING 19 BARAKHAMBA ROAD NEW DELHI 110001 | NEW DELHI | DELHI | 110001 | Admitted-Finance |
Tender Value
₹19.7 L
EMD Value
₹39,315
Closing Date
29 Nov 2024, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Archaeologist
Superintending Archaeologist, Archaeological Survey of India, Jaipur Circle, 70/133-140, Patel Marg, Mansarovar, Jaipur-302020
Upgradation and maintenance work of Camp Office at Neelkanth, Distt. Alwar (complete work)
2024_ASI_835100_1
3/129/JPR/2024-25-W
Open Tender
Civil Works
Works
120 days
Camp Office at Neelkanth, Distt. Alwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹39,315
Yes
6 Dec 2024
14 Nov 2024
2 Dec 2024
14 Nov 2024
29 Nov 2024
14 Nov 2024
14 Nov 2024 - 29 Nov 2024
Amount
Description of items and specification of work to be excuted.
Earth work in excavation by manual means in hard soil in foundation & disposal of the surplus earth and dressing the surface including sorting out the serviceable material & disposal of malba by head load with lead upto 100 mtr etc. complete in all kinds of soil as per directions given by engineer-in-charge.
Providing and laying cement concrete 1:3:6 (1 cement: 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) in foundation of shed including ramming, compacting and curing etc. complete
Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement: 6 coarse sand) etc. complete as per direction of engineer-in-charge.
Random rubble masonry with in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level etc. complete.
Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand): Flush/ Ruled pointing as per direction given by engineer-in-charge
Re-Fixing of MS grill panel kept in the CA. office Bhangarh stores (size 1.50 x 1.30 mtr in Cement concrete block (Size 0.20 x 0.20 x 0.30 mtr) Charges for Transportation etc. Complete
Providing and laying cement concrete 1: 1.5 : 3 (1 cement: 1.5 coarse sand : 3 stone aggregate of 20 mm nominal size) for fixing of MS grill panel in concrete block (size 0.20 x 0.20 x 0.30mtr) including ramming, compacting and curing etc. complete.
Providing and laying 230 mm thick Brick masonry in 1:4 cement mortar (1 cement: 4 coarse sand) in foundation and plinth level including curing etc. complete.
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform etc. complete as per directions given by engineer-in-charge.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in stringers, treads, landings etc. of stair cases in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works etc. complete.
Reinforced cement concrete work in beams, suspended floors, roofs, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) etc. complete as per directions given by engineer-in-charge.
Providing 20mm thick plaster on internal surface on wall in cement mortar 1:4 (1 cement: 4 coarse sand) including raking out the joint and curing etc. complete with fine finish as per directions given by engineer-in-charge.
Providing and laying 25mm thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1 cement: 4 coarse sand) etc. complete as per directions given by engineer-in-charge.
Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
(Interior Finishing): Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including water thinnable priming coat with cement primer.
(Exterior Finishing): Finishing walls with Acrylic Smooth exterior paint of required shade on New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. Complete
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of engineer in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.
Supply and installation charges including electrical articles for providing electricity in the Camp Office. Holder havells (ISI Mark)
Power Board (6x4)
Board (8x4)
Switch 6 Amp havells
Regulator havells
Wire 1mm Havells
Wire 1.5mm Havells
Wire 2mm havells
PVC Batten (in meter)
Cliffing Fan Bajaj Orintal
M.C.B, 62 Amp Havells
M.C.B. Box
Providing and fixing of sanitary articles in the Camp Office. W.C. European (Hindware)
Wash Basin (Hindware)
Mirror (2.00' x 1.50')
cPVC pipe 1/2'' (Ashirwad)
Sintex Water Tank 500ltr
Tank Nipple (ISI Mark)
Water Tank Ball / Stop Cock (ISI Mark)
cPVC Union 1/2'' (Ashirwad)
cPVC socket 1/2''
Pillar Cock (Hindware)
Waste Pipe (ISI Mark)
Steel Sink for Kitchen (As per approved sample by circle office)
PVC Cistern 10ltr (ISI Mark)
Stop Valve (ISI Mark)
Elbow (ISI Mark)
Tee (ISI Mark)
Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87 -0.89 kg/ litre and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under: Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/ 5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. 2mm (for corrugated roof sheets)
Supply of water tanker 5000 ltr capacity for masonry work and water curing purpose.
sovereign enterprise (BID ID -3128268)
M/s BOSS ENTERPRISES (BID ID -3128633)
Poonam Singh Chouhan (BID ID -3128723)
INDRAJ MEENA CONTRACTOR (BID ID -3128616)
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 .