Improvement / Face Lifting Of Central Verge From Satwari Airport To Kullian R.S.Pura ( Under Non Plan ) ( 2Nd Call )
Tender Value
10.35 Lakhs
Estimated cost
Bid Submission
12 Sep 2022
0 days left
EMD
20700
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
satwari → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement / Face Lifting Of Central Verge From Satwari Airport To Kullian R.S.Pura ( Under Non Plan ) ( 2Nd Call )
BOQ
| Sl. No. | Item Description |
| 1 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 2 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns. |
| 3 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 4 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). |
| 5 | 12mm Cement plaster of mix 1 : 6 (1 cement : 6 fine sand). |
| 6 | Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including makingholes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. |
| 7 | Providing and fixing Glow studs of size 100x20mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact Polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by Engineer-in-charge. The Glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35 +/- 5 degrees to base. The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS : 873 part 4 : 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. |
| 8 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2 mm thick. |
| 9 | 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 on concrete work. |
| 10 | Providing and fixing M.S. flat iron tree guard 60 cm dia. and 2 m high above ground level formed of 4 nos. 25x6 mm, 2.25m long and 8 nos. 25x3 mm 2 m long vertical M.S. flats riveted to 3 nos.25x6 mm MS flat iron rings in two halves, fixed together at site with required 6 no. of 8 mm dia. and 30 mm long bolts including painting two coats with paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/PWD/any other approved name The tree guard shall be suitably fixed to the ground by embedding four legs of the tree guard in pits of suitable dia. and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction on direction of Officer-in-charge. |
| 11 | Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment). |
| 12 | Spreading of sludge, dump manure or/and good earth in required thickness as per directions of officer in-charge (cost of sludge, dump manure or/and good earth to be paid separately). |
| 13 | Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. |
| 14 | Stone agg. / Sand for an avg. lead of 10 Kms. |
| 15 | Disposal of excavated earth / mulba for an avg. lead of 5 Kms. |
AI Tender Summary
Tender Timeline
Sep 05, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedSep 12, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 13, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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