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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹91.3 L+₹3.0 L (3.44%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹95.5 L+₹7.3 L (8.23%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹97.3 L+₹9.0 L (10.2%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹98.8 L+₹10.5 L (11.9%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | UMESH RAI L6 | M/S MANOJ CONTRACTORS L2 | S P CONSTRUCTION COMPANY L8 | H.S. BUILDERS L5 | KAPIL TANWAR L9 | virender kumar L14 | ashokkumararora L10 | Raj Enterprises L13 | DSA Construction L4 | Abheek Enterprises L7 | RAJ CONSTRUCTION L3 | Naresh Kumar L11 | M/s Sunrise Construction company L1 | UTTAM CONSTRUCTION CO L12 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All kinds of soil | 6,340 | sqm | 50 ₹3,17,000 | 30 ₹1,90,200 | 40 ₹2,53,600 | 29.15 ₹1,84,811 | 49 ₹3,10,660 | 49 ₹3,10,660 | 30 ₹1,90,200 | 39 ₹2,47,260 | 23 ₹1,45,820 Lowest | 40 ₹2,53,600 | 30 ₹1,90,200 | 50 ₹3,17,000 | 30 ₹1,90,200 | 30 ₹1,90,200 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 206 | cum | 100 ₹20,600 | 100 ₹20,600 | 150 ₹30,900 | 83.2 ₹17,139.2 | 140 ₹28,840 | 109 ₹22,454 | 130 ₹26,780 | 99 ₹20,394 | 103 ₹21,218 | 130 ₹26,780 | 95 ₹19,570 | 15 ₹3,090 Lowest | 100 ₹20,600 | 100 ₹20,600 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 132 | cum | 3,000 ₹3,96,000 | 3,000 ₹3,96,000 | 3,200 ₹4,22,400 | 2,149.51 ₹2,83,735.32 Lowest | 3,300 ₹4,35,600 | 3,999 ₹5,27,868 | 2,500 ₹3,30,000 | 3,900 ₹5,14,800 | 3,303 ₹4,35,996 | 3,200 ₹4,22,400 | 2,300 ₹3,03,600 | 3,900 ₹5,14,800 | 2,500 ₹3,30,000 | 3,000 ₹3,96,000 |
| 4.00 | Autoclaved aerated cement blocks (AAC) edging 0.15 wide 0.23 cm deep to plinth protection with autoclaved aerated cement blocks (AAC) including grouting with cement mortar 1:4 (1 cement : 4 fine sand). | 5,072 | meter | 30 ₹1,52,160 | 31 ₹1,57,232 | 30 ₹1,52,160 | 20.44 ₹1,03,671.68 Lowest | 25 ₹1,26,800 | 39 ₹1,97,808 | 30 ₹1,52,160 | 35 ₹1,77,520 | 23 ₹1,16,656 | 31 ₹1,57,232 | 27 ₹1,36,944 | 29 ₹1,47,088 | 25 ₹1,26,800 | 25 ₹1,26,800 |
| 5.00 | Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate | 634 | cum | 1,200 ₹7,60,800 | 900 ₹5,70,600 | 1,400 ₹8,87,600 | 1,002.46 ₹6,35,559.64 | 1,000 ₹6,34,000 | 2,900 ₹18,38,600 | 1,200 ₹7,60,800 | 1,490 ₹9,44,660 | 1,233 ₹7,81,722 | 1,300 ₹8,24,200 | 1,050 ₹6,65,700 | 1,499 ₹9,50,366 | 800 ₹5,07,200 Lowest | 1,200 ₹7,60,800 |
| 5.10 | Stone screening 11.2 mm nominal size (Type B) | 152 | cum | 1,200 ₹1,82,400 | 1,000 ₹1,52,000 | 1,000 ₹1,52,000 | 935.71 ₹1,42,227.92 | 800 ₹1,21,600 Lowest | 2,900 ₹4,40,800 | 1,250 ₹1,90,000 | 1,499 ₹2,27,848 | 1,193 ₹1,81,336 | 1,400 ₹2,12,800 | 999 ₹1,51,848 | 1,399 ₹2,12,648 | 1,000 ₹1,52,000 | 1,200 ₹1,82,400 |
| 6.00 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | 634 | cum | 500 ₹3,17,000 | 300 ₹1,90,200 | 400 ₹2,53,600 | 287.42 ₹1,82,224.28 | 190 ₹1,20,460 Lowest | 499 ₹3,16,366 | 350 ₹2,21,900 | 410 ₹2,59,940 | 233 ₹1,47,722 | 350 ₹2,21,900 | 390 ₹2,47,260 | 399 ₹2,52,966 | 325 ₹2,06,050 | 300 ₹1,90,200 |
| 7.00 | Supplying, stacking and Spreading 12 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling. With road roller/ hand roller | 6,340 | sqm | 25 ₹1,58,500 | 18 ₹1,14,120 Lowest | 25 ₹1,58,500 | 20.06 ₹1,27,180.4 | 18 ₹1,14,120 Lowest | 39 ₹2,47,260 | 30 ₹1,90,200 | 35 ₹2,21,900 | 19.33 ₹1,22,552.2 | 20 ₹1,26,800 | 23 ₹1,45,820 | 28 ₹1,77,520 | 20 ₹1,26,800 | 30 ₹1,90,200 |
| 8.00 | Supply of earth including royality, excavation and carriage of earth by mechincal transport including loading, unloading and banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks or filling up ground depression with lead upto 5.00 KM & lift upto 1.50 Mt.) | 292 | cum | 600 ₹1,75,200 | 300 ₹87,600 | 500 ₹1,46,000 | 320.39 ₹93,553.88 | 185 ₹54,020 Lowest | 599 ₹1,74,908 | 450 ₹1,31,400 | 299 ₹87,308 | 233 ₹68,036 | 350 ₹1,02,200 | 240 ₹70,080 | 399 ₹1,16,508 | 200 ₹58,400 | 350 ₹1,02,200 |
| 9.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 61 | cum | 4,000 ₹2,44,000 | 4,000 ₹2,44,000 | 5,000 ₹3,05,000 | 3,379.8 ₹2,06,167.8 | 3,700 ₹2,25,700 | 4,299 ₹2,62,239 | 4,000 ₹2,44,000 | 4,970.3 ₹3,03,188.3 | 3,333 ₹2,03,313 Lowest | 4,200 ₹2,56,200 | 3,900 ₹2,37,900 | 4,500 ₹2,74,500 | 4,000 ₹2,44,000 | 4,000 ₹2,44,000 |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
20 Feb 2023, 3:00 pmClosed
EE CD V IFC Deptt Payavaran Complex, Saidulajab N
EE CD V IFC Deptt Payavaran Complex, Saidulajab N D 30
Development of City forest near Radha Swami 7200 plantation site at Bhatti under South Forest Division.
2023_IFC_236580_1
NIT-158/2022-23/EECD-V/IFCD
Open Tender
Civil Works
Item Rate
180 days
South Forest Division
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹2.8 L
20 Feb 2023
14 Feb 2023
20 Feb 2023
14 Feb 2023
20 Feb 2023
14 Feb 2023
Amount
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
Autoclaved aerated cement blocks (AAC) edging 0.15 wide 0.23 cm deep to plinth protection with autoclaved aerated cement blocks (AAC) including grouting with cement mortar 1:4 (1 cement : 4 fine sand).
Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate
Stone screening 11.2 mm nominal size (Type B)
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
Supplying, stacking and Spreading 12 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling. With road roller/ hand roller
Supply of earth including royality, excavation and carriage of earth by mechincal transport including loading, unloading and banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks or filling up ground depression with lead upto 5.00 KM & lift upto 1.50 Mt.)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : Cement mortar 1:3 (1 cement : 3 coarse sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) with Neat cement punning.
Randon rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone agg. 20 mm nominal size at plinth level with cement mortar 1:6(1 cement : 6 coarse sand).
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
PPGI Puff Panel material used for developing of porta cabin: Material Details for Puff Panel Office (i) Bottom fixing with coated mm thick “C” channel flashing 50x50x50mm with 8mm fastener. (ii)50mm thick powder-coated(PPGI) sandwich puff panel for side wall . (iii) 50x80mm thick powder-coated(PPGI) sandwich puff panel for roof. (iv).Corner panels(inner & outer) covered with PPGI 0.5mm thick powder coated flashing 50x50mm. (V) Roof Corner flashing outer covered with 0.5mm thick ”C” channel flashing 75x75mm. (vi) Cam-lock for holding/joint puff panel sheets covered with PVC lock and cap.(vii)Silicon for fixing joints between every puff panel sheet. (viii)Pop-ripit for fixing flashing with puff panels. (ix) ”L” shape corner outer column flashing 10x100mm. (x)30mmthick puff panel door with patam /chokhat flashing. (xi)Door lock, SS handle,4” SS Kabze. (Xii)Aluminum powder coated sliding windows with aluminum safety grill(4’x3’). (xiii) Electric open fitting with ISO mark wires of 4mm,2.5mm,1.5mm and 0.75mm (xiv)ISO mark switch & socket, LED tube light, mcb and bulket light(outer). (xv)500x500mm vitrified tiles on the carpet area of porta cabin. (xvi) Labour charges fo installation/fixing job of puff panel, tiles and electric work. (xvii)Switch, socket, tubelight and MCB for porta cabin and 02no. separate MCB for spilt AC. (xviii)Separate toilet with WC, washbasin, Urinal and water tap(Size:8'x 4’). (xix) Separate Kitchen with sink , water tap and storage(Size:8'x 4’). (xx) Two nos. of Spilt A.C. 1.5 Ton. Transportation Charge included.
Providing and fixing wooden gazebo in pine wood of 225 Sq.ft. or 20.90 Sqmt. Including kit cost, walls, ornamental roof, wooden railing, entry frame, rain gutters, base floor, sitting arrangement, installation of electric services, plumbing if required and all other accessories required including all fixtures, fittings & installation all complete as approved by Engineer-in-Charge.
Supplying of fixing of garden bench both sides of garden bench are made of flora cast iron having back height of minimum 700 mm and minimum seating height of 375 mm and both sides of garden bench is connected with M.S. tube of 65 mm x25 mm seat angular tube having width of 15.20 mm in 10 Nos. for seating purpose with extra support 25 mm x 5 mm M.S. flats for extra stability all sharp and rough edges of bench are to be grinded with grinder and all fill up with M.S. seal where is it required necessary this bench is having the provision of hold fast system of for growing bench is complete with a cutting Ist class quality paints finally bench is assembled with nut and bolt including all tax. The length of bench be 1500 mm and minimum overall weight is not less than 90 Kgs. Fitting and transportation at site.
Providing and fixing Mild steel designer gate of 16 feet wide, 10 feet height with top arch with both side RCC pillars with ACP sheet work used for designing work including wooden board for address, stone work on pillars, MS arch with ACP sheet work for designing, side railing, painting with enamel paint and all other accessories required including all fixtures, fittings & installation all complete as approved by Engineer-in-Charge.
Providing and fixing Bambbo Gazebo for Yoga of size 22 feet x 18 feet with MS 4 inches pipe pillars covered with good quality of bamboo, side wall making with Bamboo Zafri, pine wood floor over cement concrete, roof with metro profile sheet covered with good quality of bamboo, policing of entire Gazebo, electric fittings if required and all other accessories required including all fixtures, fittings & installation all complete as approved by Engineer-in-Charge.
M/S MANOJ CONTRACTORS
RAJ CONSTRUCTION
DSA Construction
H.S. BUILDERS
UMESH RAI
Abheek Enterprises
S P CONSTRUCTION COMPANY
KAPIL TANWAR
ashokkumararora
Naresh Kumar
UTTAM CONSTRUCTION CO
Raj Enterprises
virender kumar
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