Guwahati Metropolitan Development Authority Tender
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Guwahati Metropolitan Development Authority - GMDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date26 Sep 2022
Closing Date19 Oct 2022
Tender Amount₹ 10,00,00,000
Costs
EMD
₹ 20,00,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_GMDA_27176_1Bid Award Id
ViewTender No
GMDA/DEV/134/2022/25Tender Authority
Guwahati Metropolitan Development Authority ViewPurchaser Address
-Website
http://https://gmda.assam.gov.in/
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Documents
BOQ Items
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
15.7.4 - In cement mortar
229.68
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Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :
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15.13.1 Of area 3 sq. metres and below
50
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15.13.2 Of area beyond 3 sq. metres
95
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Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead :
104.35
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Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
15.28.1- G.S. Sheet
443
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Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
85
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Qty from Sl no.7,5,3,2
1186.28
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Construction of Reinforced soil wall retaining structure
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Supplying of polyester needle punched non woven geotextile as separator behind stone facia units, as per MoRTH 700 280 GSM geotextile. The width of geotextile roll shall not be less than 4.5 m (qty is inclusive fo wrapping fpr VC ppe under Sl No F)
3780
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Supply and insatallation of boulders of 150 mm to 250 mm tying with lacing wires, placing of geotextile at the back side etc. as directed by engineer in charge.
6822.85
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Excavation in soil strata for foundation of gabion wall up to a depth of 6 m and disposal of excavated earth with all leads and lifts up to 50 m as per approved drawings and directed by engineer in charge.
6768
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Filling of Geobag with sand as per approved drawings and directed by engineer in charge
3250
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Backfilling behind the gabion wall with 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 upto 50 m and lift upto 1.5 m.
1225
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Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2018,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinc+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 16 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, as per drawing, all complete as per directions of Engineer-incharge. (Excluding boulder)
6719.35
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Supplying and laying virgin 100% PP Staple fibre Non woven Geobags filled with locally available sand (inital Lead of 50m) having minimum mass of 400 GSM and Tensile strength of 22/24 KN/M in MD/CD and elongation of 60/60 %. The specified Geotextile (Bags) shall have puncture resistance of 4100 N and abrasion resistance of greater than 75% of strength & thickness, to be laid as per drawing in required line, level, slope as per drawing, section in tidal condition as directed by Engineer -in - Charge. (Size of Bag 1.00 x 0.70m with inflated thickness of 10cm at Centre weight of each filled bag shall be in between 130 to 150 kilogram)
38845.8
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Supply & installation of 9 mm dia Rope Gabion of size 2X1X1 m having rope weight of 42 gm/m & mesh opening 150 X150 mm with tensile strength of 1560 kg.
3237.15
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size
556.39
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Construction of retaining wall around Padum Pukhuri
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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-incharge.
2.6.1 - All kinds of soil
780
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Brick on edge flooring (soling) with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:
11.1.2- 1:6 (1cement : 6 coarse sand)
584
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 - 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
608.14
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Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1- Foundations, footings, bases of columns, etc. for mass concrete
1888.31
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Centering and shuttering including strutting, propping etc. and removal of form for
5.9.2 - Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Retaining wall around pond
2400
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength;including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-incharge
5.33.1 - All works upto plinth level
5.33.1.1 Concrete of M25 grade with minimum cement
content of 330 kg /cum
Retaining wall around pond
200
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength;including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-incharge5.33.2- All works above plinth level upto floor V level5.33.2.1 Concrete of M25 grade with minimum cementcontent of 330 kg /cum
Retaining wall around pond
180
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at plinth level.
5.22A.6- Thermo-Mechanically Treated bars of grade Fe-500D or more
Retaining wall around pond
34013.73
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Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
2.35.2- Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling & plugging holes etc.:
2.35.2.1- With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
400
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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 25 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1cement : 4coarse 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 :
11.55.1 - Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
1232.15
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