Tender For Design, Supply, Installation, Testing And Commissioning (Dsitc) Of One (01) No. Elevator [(G+2), 8 Passenger] Along With Civil Works And Other Allied Works With Comprehensive Annual Maintenance Contract (Camc) For Five (05) Years In Academ
Tender Value
29.99 Lakhs
Estimated cost
Bid Submission
01 Oct 2026
15 days left
EMD
60000
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Reasi → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Design, Supply, Installation, Testing And Commissioning (Dsitc) Of One (01) No. Elevator [(G+2), 8 Passenger] Along With Civil Works And Other Allied Works With Comprehensive Annual Maintenance Contract (Camc) For Five (05) Years In Academic Block-B At Smvdu, Kakryal, Katra
BOQ
| Sl. No. | Item Description |
| 1 | Design, Supply, Installation, Testing and Commissioning (DSITC) of one (01) no. Elevator [(G+2), 8 passenger] along with Civil works and other allied works with Comprehensive Annual Maintenance Contract (CAMC) for five (05) years in Academic Block-B at SMVDU, Kakryal, Katra |
| 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. |
| 3 | All kinds of soil |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 5 | carriage of earth by mechanical mean including loading and unloading upto 1 km qty (15.22+2.292+0.552=18.06) |
| 6 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 7 | providing and laying in position specifified grade of reinforced cement concrete etc all work upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) Raft |
| 8 | Reinforced cement concrete work in walls (any thickness) etc uptofloor five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with |
| 9 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 11 | suspended floor , roofs landing etc |
| 12 | lintel beam, plinth beam, and cantilivers |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | form work of edges of slabs etc |
| 16 | under 20 cn wide |
| 17 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : |
| 18 | Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 19 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level (qty same as item 6.1.5) |
| 20 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in : |
| 21 | Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 22 | Extra for half Brick masonry in superstructure above plinth level upto floor V level. Qty same as 6.15 |
| 23 | Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. |
| 24 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. |
| 25 | Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent |
| 26 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes |
| 27 | 110 mm diametre |
| 28 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 29 | coupler |
| 30 | 110 mm |
| 31 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 32 | 15mm Cement plaster on the rough side of single or half brick wall of mix: |
| 33 | 1 : 6 ( 1 cement : 6 coarse sand) |
| 34 | Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm) |
| 35 | 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. |
| 36 | 1 mm thick (20% 305.56)= 61.112 |
| 37 | 2mm thick =305.56- 61.112= |
| 38 | Demolishing RCC work manually/ by mechanical means etc disposal of material within 50 meters lead as per direction of Engineer-in charge: |
| 39 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: |
| 40 | In cement mortar |
| 41 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-Charge: .23.2.1 Using rough kota stone. |
| 42 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm . This layer will be allowedto air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of alljoints, corners, junctions of pipes and masonry with polymer mixed slurry. |
| 43 | Add carriages |
| 44 | cement |
| 45 | agrregate |
| 46 | steel |
| 47 | Design,Supply, Installation, Testing, and Commissioning of Passanger Elevator with capacity (8 passanger, 544 kg), speed 1 meter per second , A.C varaiable voltage variable frequency, electric traction gearless motor to be mounted on the foundation in the lift well, 03 floors,03 stops 03 levels 03 openings. 1900mm wide x 1900 mm deep (clear dimensions. Car size 1300 mm wide x 1100 mm deepx 2200 mm height . pit depth = 1500 mm , overhead 4800 mm beyond finished floor level of last landing. car enclosure :- stainless steel type (Hairline finish) . car entrance:- centre opeming automatic Glass Doors with clear opening of 800 mm x 2000 mm height in stainless steel. Automatic Glass door operation Simplex full collective with or without attendant , Automatic. 415 Volts , 3 phase , 50 hertz alternating current . Flooring :- Granite stone . Fan :- axial flow , LED lighting in car , Digital 7 Segment direction and position indicators in both car and at all landings , Battery operated emergency light/ alarm with rechargeable battery . Adjustable guide shoes, overload sensor - avoids the overloading of the elevatorAutomatic break testing , Full height COP with surface mounted square/ round buttons with car indicator . stainless steel handrail on rear side. car platform constructed out of cold rolled grain oriented formed sheets of steel etc .complete job. |
| 48 | Electrification of the shaft including two chemical earthings , electrification of the lift from the three phase mains with 4x4 sqmm copper wire , providing suitably rated UPS on main supply for lift operations for balance input power supply to lift main supply , lights in the whole shafts for maintenance work.Maintenance Free Earthing for the lift: Long life maintenance free electrolytic earthling system with 10 feet vertical k type copper not less then 2”(50.8mm)ID and not less than 0.08”(2.03mm) wall thickness ,which does not require manual addition of water .The system should be corrosion resistant pre-filled with hygroscopic powder and provided with suitable breathing and leaching ports at the ends. Rated for high fault currents bas bar rated for 10KA, fault current bus bar connection type as “Terraweld” to with hold temperature of 7000C.The earthling port shall be designed and supplied with poly plastic port cover non conductive, environment friendly and lockable. The job includes pit digging, installation of the rods, filling earth, leveling and disposal etc. Required size copper strip as per site requirement. |
| 49 | UPS 10 KVA 3 Phase input /3 Phase output, 15 minute backup time |
| 50 | Circuit/submain 4 sqm mm cable copper 4 core (50 mtr ) |
| 51 | Bulk head light |
| 52 | cost of CAMC (comprehensive annual maintenance for the first year aftr the completion of defect liability period. |
| 53 | cost of CAMC (comprehensive annual maintenance for the second year aftr the completion of defect liability period. |
| 54 | cost of CAMC (comprehensive annual maintenance for the third year aftr the completion of defect liability period. |
| 55 | cost of CAMC (comprehensive annual maintenance for the fourth year aftr the completion of defect liability period. |
| 56 | cost of CAMC (comprehensive annual maintenance for the fifth year aftr the completion of defect liability period. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 16, 2026
11:30 IST
Tender Published
Tender notice published.
TodayOct 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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