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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/S M. R. D. CONSTRUCTION L1 |
|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | ||||
| 1.01 | All kinds of soil | 72 | cum | 294 ₹21,168 Lowest |
| 2.00Earth 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. | ||||
| 2.01 | All kinds of soil. | 246.33 | cum | 294 ₹72,421.02 Lowest |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||
| 3.01 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 69.62 | cum | 11,760 ₹8,18,731.2 Lowest |
| 4.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | ||||
| 4.01 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 55.32 | cum | 17,640 ₹9,75,844.8 Lowest |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form for | ||||
| 5.01 | Foundations, footings, bases of columns, etc. for mass concrete | 95.1 | sqm | 392 ₹37,279.2 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
6 Jan 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
Construction of 02 Nos. Galvanized Pressed Steel Over Head Tank of Capacity 1,09,200 liters of 09 mtr height staging at Milangram under Swarajgram section, SD-II, CD, APWD, Diglipur
2022_APWD_8536_1
NIT No. 06/SE/CC-I/2022-23
Open Tender
Civil Works - Others
Works
180 days
Milangram, Diglipur
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
Executive Engineer, CD, APWD, Diglipur
₹2.3 L
Yes
Port Blair
6 Jan 2023
19 Dec 2022
6 Jan 2023
19 Dec 2022
6 Jan 2023
27 Dec 2022
19 Dec 2022 - 27 Dec 2022
23 Dec 2022
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead 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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.
Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. TERRAZO FLOORING
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
80 mm dia nominal bore
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
50 to 80 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
80 mm nominal bore
Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers, caps etc. (Heavy class):
Up to 300 mm dia
Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :
100 mm diameter pipe
Supplying pig lead at site of work.
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
80 mm diameter pipe
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
80 mm nominal bore
Constructing masonry Chamber 60x60x45 cm inside, in hollow block work in cement mortar 1:4 (1 cement : 4 coarse sand) for gate valve complete with C.I. Double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design:
With hollow block of 200mm thickness
Supplying, errection and fabrication of galvanised press steel water tank of size 8.75 x 5.00 x 2.5 mm having 109200 ltrs in capacity with decking and with all accessories such as P.S. Plate, Corner angle, joint angle, cover box, joint box cleat internal angle, truss angle, roof cover with manhole cover, rafter post, internal ladder, water level indicator, nuts/bolts and washer, S.T. P. black putty, lead materials inlet, outlet & overflow pipes connection etc.
Supplying, errection and Fabrication of galvanised press steel staging of 9 mtrs. Height staging for above tank inside all around platform with all accessories like primary beams, central column, side column, graftings bracing, platform, chequred plate ladder, angle, plae cleats and nuts, bolts washers etc.
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