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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-Finance | ₹2.3 Cr | L1 | Accepted-Finance Accept |
| 2 | L2₹2.4 Cr+₹11.8 L (5.15%)Accepted-Finance | ₹2.4 Cr+₹11.8 L (5.15%) | L2 | Accepted-Finance Accept |
Tender Value
₹2.0 Cr
EMD Value
₹3.9 L
Closing Date
19 Sept 2022, 6:00 pmClosed
The Chief Officer, DMC ,Diu
Fort Road, DMC, Diu
Development and Landscaping work for the site of Construction of Affordable Houses Under Pradhan Mantri Awas Yojana PMAY Scheme for urban at Diu
2022_DIUDT_2391_1
2/2022-2023/693
Open Tender
Civil Works - Others
Works
180 days
Diu
Please refer tender Qualification
2 documents required · 2 mandatory
₹1,500
Yes
The Chief Officer, DMC, Diu
₹3.9 L
Yes
DMC Diu
18 Nov 2022
30 Aug 2022
26 Sept 2022
30 Aug 2022
19 Sept 2022
30 Aug 2022
9 Sept 2022
Items :
Box cutting the road surface to proper slop and chamber for making a base for work including removing the excavated stuff and depositing on the road side slop as directed upto 50 mts. Lead
Supplying, Stacking & Measuring and preparing stack at site by 40 to 63 mm avg. size as per requirement machine cut black trap metal of approved quality & quarry incl. spreading the same in proper level incl. rolling, watering, consolidation using roller of 8 to 12 tonne capacity. etc completed as directed by engg. in charge.
Providing and laying cement concrete 1:2:4 (1 cement : 2coarse sand :4 graded stone aggregates 20 mm nominal size) and curing complete including cost of formwork in(A) Foundation and plinth
Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm thick with grade of concrete M250 pnumatic compressed by mechanically pressed and as per approved design including 75mm Sand layer for levelling and filling the joint with sand in proper line and level etc. complete
Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and 15cm thick of M250 grade concret as per approved design and including excavation for fixing in proper line and level, filling the joint with C:M 1:3 (1cement: 3-fine sand) etc complete
Providing and laying Tremix design mix cement concrete M-250 in roads / drive ways using coarse sand and graded stone aggregates 20 to 25 mm nominal size in appropriate quantity as per specification, mechanically vibrated using and surface screed vibrators, vaccume pump power floater, power trovel, concrete floor cutter etc. Including approved quality floor hardener @ 2 kg/smt on top surface incl. steel form work with 200 mm M.S. channel sections incl. proper curing and providing and filling construction joint and dummy joints with "shalitax" primer silflex sheet not less than 20 mm th. incl. rounding the edges and cutting the groove by using concrete cutter in zigzac pattern upto 1/3 depth of the RCC thicknes and not less than 10 mm in width and filling the grooved by dummy joints with bitumen sealing compound of grade-A Including making all necessary arrangments for expansion joints at every 15 mtr's square or as per site situation with filling bitumen etc. complete. Note :- This item will be excluded of reinforcement but Including centering, shuttering, MS form work, necessary tools & plants and all required materials etc. comp. as directed by Engg. In charge.
Providing & Fixing of factory made FUJI precast U shape surface storm water drain having size of 450 mm x 450 mm X 2000 mm long ( in-2-in dimension from top), T-25 load carrying capacity - 10 T Axle Load - 5 T Wheel Load confirming to JIS having high performance self- compacting concrete of M40 Cylinder Strength/ M50 Cube Strength & Fe 500 / Fe 500D shall be use for reinforcement. The product shall have tie shape joint 10 20 mm width X 25 mm depth groove as per JIS on both sides of each Storm water drain for jointing two precast drains using cement mortar or suitable non shrink grout. The precast Storm water drain must consist of special in built inlets at appropriate location for fixing De- shackle for mechanical installation , including supply ,transportation ,installation on specific location at site in line ,level , gradient and plumb with necessary testing commissioning etc complete as per instruction of engineer in charge. In no case the casting shall be allowed to be prepared at site. It should be casted in the stringent atmospheric & pre-defined condition, as per approved QAP as by Engineer In charge.
Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar joints including testing of joints complete. (C) 150mm
Constructing brick masonry road gully chamber 1100mm x 775mm including 500mm x 450mm (C.C. horizontal grating with frame and vertical grating complete.)
Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight C.I. cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth traps.(B) 150mm x 100mm size P or R type
Constructing brick masonry chamber for underground C.I. Inspection chamber and bends with briocks having croshing strength not less than 35Kg. Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x 610mm intenal dimensions total weight of cover with frame to be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1- Cement :2- coarse sand :4-graded stone aggregate 20mm size) foundation concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete.(ii) Inside dimensions 500mm x 700 mm and 450mm deep for pipe line with one or two inlets.
Constrcting manhole with R.C.C. top slab in 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stpme aggregate 20 mm. nominal size, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 Brick bats 40 + 50 mm. size) inside plastering 15mm. thick with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20mm. nominal size) finished smooth complete including curing and testing. (i) Inside size 900mm. x 1200 mm. and 1.5 m. deep including C.I. cover with frame size 560mm. total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 kgs. and Wt. of frame 64 kgs.) and necessary valve (MFV,ICV). (A) with 230 mm thick walls of brick masonary using bricks having crushing strenght not less then 35 kg/sq.cm in cement motar 1 : 5 (1 cement : 5 coarse sand) (1) A type depth as per invert level for 150 mm diameter sewer
Providing and fixing pipe for Hot & cold water, in proper line and level (with necessary support like, brick masonry pedestals and battens, if necessary) to floor, approved quality, heavy duty, White CPVC as per ASTM D-1785, of Astral or equivalent, Open & Conceal piping, complete, including jointing with rubbering and airtight joints, with necessary specials, couplers, elbow, equal tees, tail piece, adapter (both male and female), reducer (single stage, double stage and triple stage), end cap, fabricated bend, etc., and lubricant or jointing material, including testing, cutting, making good the wall, ceiling and floor etc. including special design GI Clamps Testing & installation of pipe lines as per drawing & specification as directed by ElC. [F] 50 mm Dia-CPVC SDR 13.5 GRADE
Landscaping of garden including flower beds, lawn, trees (10' to 12' ht), shrubs (3' to 5' ht), ground cover etc. of approved species as per detail drawings at site which include Trenching in ordinary soil up to depth of 60 cms. including removal and stacking of serviceable materials and then disposing of by spreading and neatly levelling with all lead and lift and making up the ground and trenched area to proper levels by filling with good earth or earth mixed with sludge or/ and manure before and after flooding trench with water. Supplying and spreading of good earth ,sludge! manure from approved source. Rough dressing the trenched ground including breaking clods. Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. Fine dressing the ground. Spreading of sludge, Mixing earth and sludge or manure in proportion specified or directed. planting with 'approved quality plants, trees, lawn etc as per architects instructions including watering and maintenance of the plant for 200 days or more till the plant forms a flowering, free from weed and fit for mowing including supplying good earth, all materials, fertilizers, fertile sandy soil, FYM, coco pit bricks manure, pesticides etc complete.
Constructiion of under ground water tank with providing and laying controlled cement concrete M 250 mix for RCC work including reinforcement, boxing, centering, vibrating, curing and mixed with approved water proofing cement compount or "CEMWET" or PIDICRETE LW" integral water proffing admixture as water proofing agent to be mixed with 50 kgs. bags shall be as recommended by the manufacture of the water proofing material, concrete work for top, bottom slab & side pardi for under ground water tank item including necessary excavation & refilling the avialble earth, 15 cm thick 1 : 4 : 8 for bedding of concrete, 15 mm thick water proofing cement plaster in C. M. 1 : 3 with smooth finishing, vata, watering etc. complete to all face of tank, including locking arrangement outlet, inlet, overflow and washout outlet pipe arrangement as necessary & C. I. cover 0.60 x 0.45 weight not less then 35 kg. with locking arrangement etc. complete as per structural drawing including steel & as directed by Engineer in charge. (Free boad min. 450 mm, its not covered under volume.)
CRP INFRASTRUCTURE PVT. LTD.
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