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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAccepted-AOC | ₹4.6 Cr Quoted ₹4.7 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹4.8 Cr+₹7.1 L (1.50%)Rejected-AOC | ₹4.8 Cr+₹7.1 L (1.50%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹5.0 Cr+₹29.6 L (6.27%)Rejected-AOC | ₹5.0 Cr+₹29.6 L (6.27%) | L3 | Rejected-AOC Rejected |
Tender Value
₹4.6 Cr
EMD Value
₹9.1 L
Closing Date
17 Oct 2020, 12:30 pmClosed
EXECUTIVE ENGINEER PWD WD II DIU
EXECUTIVE ENGINEER PWD WD II FORT ROAD, DIU
Development of Gandhi Smarak Pavilion along with approach pathway and Miscellaneous work at Khukhari Park near Chakratirth Beach, Diu.
2020_DIUDT_1087_1
e-Tender Notice No. 28/2020-2021
Open Tender
Civil Works - Others
Works
120 days
DIU
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
EXECUTIVE ENGINEER PWD WD II DIU
₹9.1 L
Yes
23 Dec 2020
1 Oct 2020
17 Oct 2020
1 Oct 2020
17 Oct 2020
1 Oct 2020
Civil Works :
EARTH WORK Excavation in all kinds of soil, wet or dry ( such as yellow murrum, hard murrum/gravel, soft rock or mixture of any kind, etc.) in loose and slushy condition, for depths as required from existing ground level or approved strata for foundations, trenches, pits, rafts of walls, plinths, area levelling, etc.; including disposing off surplus excavated material within lead of 50mtr. as per direction of the consultant/site engineer at approved location; if required dewatering by bailing by pumping out rain and surface run off water to keep the site dry at all times until completion of work; making temporary stepping/sloping and working space is provided as per IS 1200 including trimming, dressing of sides, leveling or grading, cleaning, removing and excavating loose pockets and consolidating and compacting them by back filling to achieve 95% proctor density at optimum moisture content as directed by the consultant/site engineer all complete to his entire satisfaction using all necessary mechinized tools. Rates are inclusive of lead and lift. a. upto 1.5m depth (in murrum)
EARTH WORK as per Item Description of 1.0. b. upto 1.5m depth (in soft rock not requiring blasting)
FILLING OF EARTH (excluding rock)(a) 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
RCC AND CONCRETING WORKS Providing and laying in position machine batched and machine mixed and well vibrated using machine vibrators; controlled M25 grade reinfoced cement concrete (RCC) for concrete in sub and super structure at all floors for footings, coping, rafts, stub columns, columns, plinth beams,tie beams, beams, slabs, walls, stair waist-slabs, stair landing-midlandings, lintels, canitlevers, etc. using 20mm nominal size well graded approved quality aggregate as per approved design mix minimum cement content as per IS 456:2000 including the cost of centering, water tight shuttering, bonding agent to bond new and old concrete surface and vibrating/compacting, curing, scaffolding, contractor's hoist, establishing approved dewatering system to keep site dry all time, cleaning, preparing surfaces, junctions, pressure grouting joints, if required, hacking closely, etc., the rate shall include groove cutting as per architectural drawings and providing recesses, drip mould to slabs, walls, columns, openings, sleeves in slabs, construction joints, sunk slabs, cantilevered slabs, etc. to required shapes, size and slope at all levels complete to the satisfaction of the Engineer in charge RCC walls - for fins- upto floor two level - Rates shall be inclusive of providing PVC water stoppers with central bulb and 150mm wide serrated for RCC walls for water tanks.
Wet Mix Macadam: Providing, laying, spreading and compacting graded stone agreegate to wet mixmacadam specification including premixing the materialwith water at OMC in mechanical mix paint carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired strength
Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete including cost of formwork in (A) Foundation and Plinth
REINFORCMENT STEEL AND STRUCTURAL STEEL WORK Providing, straightening, cutting, bending and binding in position of TMT bars conforming to IS 1786 with FE500D N/Sq mm conforming to IS, to correct shape and size as per detailed drawings, specifications and approved bar bending schedules, in substructure footings, rafts, walls, columns, slabs, beams, etc.; with correct size PVC cover blocks of same grade of concrete and binding wire of 18 gauge including dewatering to keep site dry etc. complete to the satisfaction of the consultant/site engineer. - for works upto floor two level
REINFORCMENT STEEL AND STRUCTURAL STEEL WORK Providing Fusion Bonded Epoxy (FBE) coating not less than 175micron thickness and upto 300micron to reinforcement bars as per IS-13620-1993 / ASTM - 775 M including testing of coating at plant and all taxes (A) 10mm to 16mm dia bar
WHITE BELA STONE MASONARY Providing and laying coursed stone rubble masanary with hard stone of approved quality in foundations and plinth in cement mortar 1:6 etc complete. The rates shall be inclusive of all tools, tackles, plant, machinery and scafolding equipments. The works shall be carried out to the complete satisfaction of the engineer in charge and shall be line, level and plum. The joints of the stone shall be properly and firmly filled using properly mixed mortar and the joints shall be cleaned and well pointed using cement mortar.
FLOORING AND TILING WORK Cobble (Granite): Providing and Laying of cobble stone as per design for Vehicular movementos size 100 x 100 x 100 MM and fixing with cement mortat (1:4) of thickness 25mm on over p.c.c. surface. As directed by the Engineer in charge
FLOORING AND TILING WORK Dark Gray Granite rough granite as per approved samples. Providing and laying 18 mm thick, machine cut, fine chisel dressed stone slab in flooring, paving, treads, nosings,corbels and bands over 20mm (average) thick base of cement mortar 1 : 5 ( 1 cement : 5 coarse sand), butt jointed with a joint width of not more than 1mm, in white cement mortar 1 : 2 ( 1 white cement : 2 stone dust) mixed with pigment to match the shade of stone slab complete. Rates are inclusive of laying the stone as per the patterns shown in the drawings. Rates shall be inclusive of arranging of samples of tiles, stones, granites etc as directed by the Consultants and the engineer in charge for approvals of the the same well in advance and prior to using them in works. All materials shall then match the quality, thickness, size,characteristics, technical parameters and make of the approved sample only. Deviation if found in the materials thereon, the material shall be liable for rejection in part or total.)
FLOORING AND TILING WORK Light Gray Granite Rough granite as per approved samples. Providing and laying 18 mm thick, machine cut, fine chisel dressed stone slab in flooring, paving, treads, nosings,corbels and bands over 20mm (average) thick base of cement mortar 1 : 5 ( 1 cement : 5 coarse sand), butt jointed with a joint width of not more than 1mm, in white cement mortar 1 : 2 ( 1 white cement : 2 stone dust) mixed with pigment to match the shade of stone slab complete. Rates are inclusive of laying the stone as per the patterns shown in the drawings. Rates shall be inclusive of arranging of samples of tiles, stones, granites etc as directed by the Consultants and the engineer in charge for approvals of the the same well in advance and prior to using them in works. All materials shall then match the quality, thickness, size,characteristics, technical parameters and make of the approved sample only. Deviation if found in the materials thereon, the material shall be liable for rejection in part or total.)
FLOORING AND TILING WORK Jet-BlackGranite Rough granite Providing and laying flamed finish 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 : a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
Careful removal of existing deteriorated / damaged / weathered plaster from the ancient shrines / temples without damaging the surface by using proper tools . Applying lime plaster 20mm thick in two coats (first coat will be in 12mm and second coat will be 8mm thick) over small ancient shrines towards east side of temple using L.S.S. (1:1:1) (1 lime : 1 sand : 1 surkhi and marble dust) mortar mixed with additives like gur, gugal, bail fruit, methi etc. including cost of all materials and labors including erection of scaffolding T & P for the work etc complete as directed by site in-charge.
Providing and fixing stainless steel ( Grade SS-304) stair case/ balcony , railing, consisting of stain less steel Baluster 40 mm dia x 2 mm thick ( @1.928 kg/mtr) one no. at each end of flight with vertical supports of 25mm dia. x 2 mm thick (@1.166 kg/mtr) at 0.75 mt c/c alongwith 3 nos of horizontal stainless steel pipe 15 mm dia. x 2 mm thick (@0.659 kg/mtr) running parallar to the flight , with 40 mm dia. x 2 mm thick Stainless steel pipe (SS 304 Grade) hand rail with stain less steel screws complete as per design and drawings. All the stainless steel material should be SS-304 type and as per relevant IS specification
Provinding & Writing Name on `marble Granite with all nacessary work including all materials, Transportation, Loading, unloading, labour charges etc complete by instruction given by Engineer-in charge.
Providing, Supplying, Fixing and installing of Fan Point with regulator incl. all taxes etc. complete. (M.R)
Supplying and erecting Flexible PVC insulated multistrand multicore 1.1 kv grade ISI marked copper wires of following size to be erected as directed. e) 1.50 Sq.mm 3 core round PVC sheathed
Miniature circuit breaker single pole 6A to 32A suitable to operate on 240 V A.C. system and having breaking capacity 10 KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark Cat-III.
Providing and erecting HOT deep Galvanised iron strip wire 8 to 16 SWG.
SITC of 14mm Dia, 1 Meter long Coppeer Bonded Earthing Rod with 100 Micron Pur Electrolite Copper Coating along with the Clamp connector with 15 kG Backfill Compound.
Providing , erecting , fabricating the M.S. structure as per requirement on site incorporating proper size of M.S. angles, flats, bars, channels, sections complete with cutting, welding, grinding & finishing duly painted with one coat of red oxide with erection on site as per direction of engineer in charge with necessary grouting, cementing, plastering & finishing complete.
Providing and, fixing heavy duty flange type brass cable gland with rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of cables. (b) 2 to 4 core 4 Sq. mm
Solderless crimping type Copper lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. (A) 1.5/2.5 to 6 Sq.mm
Providing M-20 / 1:2:4 cement concrete foundation & 70 % PCC from bottom including excavation for the pole of size 45 x 45 x 100 cms. Deep in below ground level with plinth of 45 cms x 45 cms (or 45 cms dia x 45 cms) high upper ground level with necessary curing and finishing in approved manner. ( for 4 & 6 mtr pole)
Supplying & erecting MINI SECTION PILLAR 75 x 60 x 45 cms fabricated from 16 Gauge thick joint legs M.S. Sheet with angle iron legs 45 cms long made from 35 x 35 x 5 mm thick. Jointless M.S. Angle with cable clamps to be buried in ground to have appropriate erection to work Uniform Until erected with cement concrete foundation and 45 cms high bricks work finishing with plaster etc. hinged double door with 3" x 4" vision panel covered with Mesh & V. panel overlapping with flap for meter reading internally supported on both side, with internal and outside looking arrangement with look and keys in duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is welded and other with nut and bolt for erecting bakelite sheet. Painting the Section Pillar inside and out side with three tank powder coated paint.. Section pillar roof should be without joint with water leakage proof & tested as per IP 55 test & followed by IS 2147 of 1962, with Brick Mesonary Muffing complete with plastering, Including SITC of Switch Gears as per enclosed Single Line DiagraM
Supply installation and testing of LED Post top luminaire KESLEC SOFIA 40W Post of lantern made out of UV stablised acrylic and aluminium daicast having IP 66 integral driver and LED component suitable for pole mounting awailable in 4000 k opreated at 240 v A/C3
SITC OF LINEAR POLE made out of G.I. of 4mtr. height made out of G.I curved tubular pole, primered and marine grade painted . junction/ looping box with 10Amps. Heavy duty connector shall be built into the pole. mounting plate 200x200x8mm and EN-8 foundation bolts 4 nos. make by KESELEC.
(F) Under Water Light,12V DC including Driver,IP-67 with die-cast/deep drawn housing with impact resistance clear toughened glass. (b) 32 watts Cat-III
Supplying & erecting approved make SMC press moulded composite FRP. loop-in, loop-out approx. 2mm thick box complete with bakelite connector strip 4way & hinged doors having locking arrangements with mounting clamp with nuts, bolts & washers suitable for erection on pole with cable clamps& earth bolt of following size of box. ( c)150mm x 125mm x 100mm [deep]
TREE PLANTATION (10' to 12' height, 1' girth) : Supply & plantation of trees as per specified plantation plan. This will also include excavation of pits (90cm x 90cm x 90cm) ,mixing of soil additive @ 10kg per pit and existing soil, pesticides application. Barringtonia racemosa & Dillenia indica
SHRUBBERY/HEDGE PLANTATION :Supply & plantation of shrubbery plants (To be planted in existing soil and already dressed area ) development of bed, cultivation soil mixture and plantation of shrubbery (as per plantation plan provided). for Lotus
EARTH : Supplying and stacking of good earth (Garden Soil) including spreading simulataneously as directed. Good earth shall be a friable, tyoical of cultivated top soil of the locality. It shall be free of sub-soil, stones, earth clad, sticks roots or other objectionable extraneous materials no topsoil shall be delivered in a muddy condition, etc complete as required.
Manure : Supplying and stacking of dry farmyard manure free extraneous matter harumful bacteria, insects and chemical on site incuding royalty.
Supply of Coir Geo-textile (700Gsm). Including 9 nos. Holdstack, labour work:- Laying of Geo-textile, fixing of Hold Stack, Dressing & Levelling with manual compaction (Wooden rammer) After adding 2" thick soil from Lcation.
Sarjan Construction Pvt Ltd
TIRUPATI SARJAN LIMITED
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