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Construction Of Retaining Wall Fencing Earth Filling Internal Drive Way (Paver Road) Gazebo At Dgp Bunglows (1No) Security Gate (4 Nos) Site Development For Senior Police Officer Bunglows At 4Th Apbn Kahilipara Guwahati Construction Of Retaining Wall Fenc, 4th APBn Kahilipara Guwahati-Assam

Assam Police Housing Corporation Ltd has published Construction Of Retaining Wall Fencing Earth Filling Internal Drive Way (Paver Road) Gazebo At Dgp Bunglows (1No) Security Gate (4 Nos) Site Development For Senior Police Officer Bunglows At 4Th Apbn Kahilipara Guwahati Construction Of Retaining Wall Fenc. Submission Date for this Tender is 20-09-2021. Paver Blocking Tenders in 4th APBn Kahilipara Guwahati Assam. Bidders can get complete Tender details and download the document.




Tender Notice

28972705
Corrigendum : Construction Of Retaining Wall Fencing Earth Filling Internal Drive Way (Paver Road) Gazebo At Dgp Bunglows (1No) Security Gate (4 Nos) Site Development For Senior Police Officer Bunglows At 4Th Apbn Kahilipara Guwahati Construction Of Retaining Wall Fenc
Open Tender
Indian
Assam
4th APBn Kahilipara Guwahati
20-09-2021

Tender Details

Construction Of Retaining Wall Fencing Earth Filling Internal Drive Way (Paver Road) Gazebo At Dgp Bunglows (1No) Security Gate (4 Nos) Site Development For Senior Police Officer Bunglows At 4Th Apbn Kahilipara Guwahati Construction Of Retaining Wall Fencing Earth Filling Internal Drive Way (Paver Road) Gazebo At Dgp Bunglows (1No) Security Gate (4 Nos) Site Development For Senior Police Officer Bunglows At 4Th Apbn Kahilipara Guwahati

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 10-Sep-2021 Corrigendum Date 20-09-2021

Key Value

Document Fees
INR 5000 /-
EMD
INR 161072.0 /-
Tender Value
INR 80.53 Lakhs /-

BOQ Items

Name of Work: Construction of Retaining wall, Fencing, Earth Filling, Internal Drive Way (Paver Road), Gazebo at DGP"s Bunglows(1Nos), Security Gate(4 Nos) & Site Development for Senior Police Officer Bunglows at 4th APBn. Kahilipara, Guwahati, Assam.
Sl. No. Item Description
1EARTHWORK IN EXCAVATION: Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.(A) Up to a depth of 2.00m below the existing ground levela) In ordinary soil. (a) In ordinary soil
2Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified.(a) Within Guwahati city only
3PLAIN CEMENT CONCRETE WORKS: Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume
4Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine(A) In substructure up to plinth levelFoundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.N) Without using admixture, plasticiser. b) M20 grade concrete or Prop. 1:1.5:3
5Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine(A) In substructure up to plinth levelFoundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.N) Without using admixture, plasticiser. b) M25 grade concrete
6(B)In super structure from plinth level up to 1st floor level.ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.N) Without using admixture, plasticiser b) M20 grade concrete or Prop. 1:1.5:3
7TIMBER SHUTTERING (FORMWORK): Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank
8Sides of tie beams, grade beams etc. at or below ground level. (b) Using 25mm thick plank
9Providing form work of 12mm thick Plywood Board so as to give a rough finish including centering, shattering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in situ reinforced concrete and plain concrete work in: Columns, Pillars, Posts & Strut of square/ rectangular/ polygonal in plan or any shape like Tee/L etc. having plane vertical face
10Providing soling in foundation and under floorwith stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labourand materials and if necessary dewatering, complete.(a) Brick on flat soling.
11STONE MASONARY WORK : Stone masonary work in retaining wall, wing wall, abutment, foundation, steps, plinth etc. in cement mortar in prop 1:6 with levelling course of 1:6:12 with both faces hammer dressed including bonding, providing face stone, through stone and centering including racking of joints, curing and supplying and all carriage of stone as directed including payment of forest royalty and sales tax and carriage. (a) Random Rubble Masonry
1215 mm thick Cement plaster in single coat on single or half brickwall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed.A) On rough side. d) In cement mortar 1:6
13Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. b) Using other ISI marked approved circular hollow section
14Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level)a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL(i) TMT Corrosion resistant steel (CRS) reiforcement bar.
15Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL (ii) Super Ductile (SD) TMT reinforcement bars
16ROOFTRUSS: Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed.a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998
17FENCING: Supplying, fitting and fixing chain link fencing of 10 S.W.G, G.I. Wire 50mm x50mm mesh fitted to M.S angle iron post at 2000mm apart of specification detailed below including supplying, fitting and fixing hooks, eye bolts with nuts, staples and bolts including three horizontal lines of G.I wire 10 S.W.G at top,middle and bottom and with one vertical line to each fencing post for keeping the fencing tight and erect complete, including one coat of primer painting to M.S angle iron post in P.C.C base etc. with following. a) Corner and end posts with M.S angle of size 50mmx50mmx 5mm and length not less than 1800mm only duly slotted and bottom torqued with two numbers as stay posts. b). Intermediate post with M.S angle of size 40mmx40mmx5mm and length not less than 1800mm only duly slotted and bottom torqued and splayed. c).Stay post with M.S angle of size 35 mmx35mmx5mm and length not less than 1800mm duly slotted and bottom torqued and splayed. All M.S angle iron posts are to be fitted to P.C.C base embedded not less than 600mm (P.C.C. work shall be measured and paid separately).
18Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are tobe protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessarylocking arrangement on both faces, arrangement for temporary closing the gateand 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts).
19Construction of Sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including compensation of earth ). (Including cost of testing of materials at site and laboratory as directed by the deptt.)b) from Government land
20Construction of Granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401 of MoRTH specifications (with an initial lead of 5 km) (including cost of testing of materials at site and laboratory as directed by the deptt.) (b)Using Grading II material
21Providing and laying of inter locking concrete block pavement (ICBP) with cement concrete paver blocks as per IS 15658-2006 of thickness 80mm and 28 days compressive strength not less than 40 N/m over a layer of bedding sand of compacted thickness 30mm, laid either in stretcher/ running/ herringbone pattern of bonds as directed by the engineer and in proper level and grade and compacted with appropriate equipment such as plat vibrator along with spreading of a thin layer of joint filling sand to fill up the gaps between blocks including construction of edge restraint wherever required complete as per drawings and Technical specification clause 1504 of MORD. For Side berm
22Providing and fixing concertina coil fencing wtth punched tape concertina coil 600 mm dia, 10m openable length ( total length 90 m), having 50 nos. rounds per 6 metre length, upto 3 m height of wall with existing angle Iron “Y” shaped placed 2.4 m or 3.00m apart and with 9 horizonal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, Including necessary bolts or G.I. bazbed wire tied to angle Iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.BT) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately
23Providing & Fixing vertical retaining wall with mature Baruah/ Bhaluka bamboo post 87mm to 100 mm, 950mm to 1050 mm above ground and minimum 600mm below ground continous to retain earth for landscape terrace and 4 line of double kamies with half round Muli / jati bamboo on top including supplying and tying with galvd wire complete as directed.
24Supply, fitting and fixing GI barbed wire on the chain link fancing with two srands of barbed wire 2.5mm(12 S.W.G), barb spacing 75mm where necessary and as directed.
25Providing & fixing vertical retainning wall with mature Baruah / Bhaluka bamboo posts 87 mm to 100 mm dia., 950 mm to 1050 mm above ground and minimum 600mm below ground continious to retain earth for landscape tarraceand 4 lines of double kamies with half round Muli / Jati bamboo on top including supplying and tying with galvd.wire complete as directed.
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