The Construction Of Khad Godown ( Interlocking Tiles , Boundary Wall And Saftick Tank ) At Vill-Kaul
Tender Value
29.57 Lakhs
Estimated cost
Bid Submission
06 Feb 2020
0 days left
EMD
2.95 Lakhs
Bank guarantee accepted
Document Fee
854
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mawana → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
The Construction Of Khad Godown ( Interlocking Tiles , Boundary Wall And Saftick Tank ) At Vill-Kaul
BOQ
| Name of Work: The construction of Khad godown (Interlocking tiles,Boundary wall & saftick tank) at Vill.-Kaul. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | E/W in excavation of foundation in ordinary soil.as per Si no 251 (a) | BI01010001010000000000000515BI0100001112 | 65.17 | Cum |
| 2 | 2 | Earth work in filling with 3.00 Km carted earth | BI01010001010000000000000515BI0100001113 | 10.12 | Cum |
| 3 | 3 | Sand filling in plinth and under floor i/c supply of necessary om a distance not exceeding 8 Km from the site of work and i/c watering, dressing etc.Incuding of all comp. of work.SI no-255 | BI01010001010000000000000515BI0100001114 | 33.22 | Cum |
| 4 | 4 | Conc with 4 Cm gauge brick ballast fine sand of 1.25 FM and cement in proportion of (1:4:8) in foundation and under floors including supply of all materials………. As per si no 275 | BI01010001010000000000000515BI0100001115 | 35.46 | Cum |
| 5 | 5 | Providing and Injecting chemical for preconstruction antitermite treatment and creating and chemical barrier under and arround the column pits wall trenches basement excavation top surface in plinth filling junction of wall & floor..................laying labour,tools and plants etc complete as per si no 730 N.item | BI01010001010000000000000515BI0100001116 | 115.86 | Sqm |
| 6 | 6 | R.C.C. (1:2:4) with cement ,approved coarse sand &2 cm gauge stone girt for Raft foundation SI no-287 | BI01010001010000000000000515BI0100001117 | 3.76 | Cum |
| 7 | 7 | R.C.C. (1:2:4) with cement ,approved coarse sand &2 cm gauge stone girt SI no-283 | BI01010001010000000000000515BI0100001118 | 3.76 | Cum |
| 8 | 8 | R.C.C. (1:1.5:3) with cement ,approved coarse sand &2 cm gauge stone girt for slab SI no-284a | BI01010001010000000000000515BI0100001119 | 19.12 | Cum |
| 9 | 9 | R.C.C. (1:2:4) with cement ,approved coarse sand &2 cm gauge stone girt for Beam work SI no-289 | BI01010001010000000000000515BI0100001120 | 11.02 | Cum |
| 10 | 10 | M-150 class brick work (1:6) with cement & fine sand mortar in sub-structure foundation plinth I/c all comp of work ………. As per si no 303. | BI01010001010000000000000515BI0100001121 | 60.25 | Cum |
| 11 | 11 | Painting on D.P.C.with two coat of air blown bitumen one kg/sqm i/c coat of fuel wood other material, labour T&Petc.SI no-362 | BI01010001010000000000000515BI0100001122 | 22.21 | Sqm |
| 12 | 12 | M-150 Brick work (1:6) cement f. sand mortar S/S completion of work as per S.I. No. 303+309+310 | BI01010001010000000000000515BI0100001123 | 65.94 | Cum |
| 13 | 13 | M.S. item work such as R.C.C. Completion of work as per S.I. No. 504 | BI01010001010000000000000515BI0100001124 | 61.01 | Qtl |
| 14 | 14 | 12 mm thick cement plaster (1:6) cement ,fine sand mortar i/c all comp. of work as per S.I. No- 586 | BI01010001010000000000000515BI0100001125 | 334.19 | Sqm |
| 15 | 15 | 12 mm thick plaster (1:6) Cement & sand mortar in outer side I/C all Completion as per S.I. No.586 | BI01010001010000000000000515BI0100001126 | 289.58 | Sqm |
| 16 | 16 | 12 mm thick plaster (1:3) Cement & sand mortar in Cielling I/C all Completion as per S.I. No.582a+587 | BI01010001010000000000000515BI0100001127 | 140.78 | Sqm |
| 17 | 17 | Engraving lines in plaster of outer face wall vertically and horizontally to display the surface as stone facing as directed by the Engineer-in-charge i/c suplly of all materials, labour, Tools & plants etc.SI no-598 | BI01010001010000000000000515BI0100001128 | 67.53 | Rm |
| 18 | 18 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand : 4graded stone grit 20mm nominal size laid in one layer neat cement (40 mm thick floor). SI no-605 | BI01010001010000000000000515BI0100001129 | 50.85 | Sqm |
| 19 | 19 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand : 4graded stone grit 20mm nominal size laid in one layer neat cement (mm thick floor).DSR 11.7 | BI01010001010000000000000515BI0100001130 | 6.48 | CUM |
| 20 | 20 | Cement plaster skirting up to 30 cm height, with cement mortar 1:2 (1cement:2 coarse sand), finished with a floating coat of neat cement 18 mm thick.Pwd-597 | BI01010001010000000000000515BI0100001131 | 41.4 | Sqm |
| 21 | 21 | M.S.or iron work of small sizes such as holding down bolts,holt fast i/c all comp. of work.Si no-502b. | BI01010001010000000000000515BI0100001132 | 30 | Kg |
| 22 | 22 | M.S.or iron work of small sizes such as above grills/Stair case railing i/c all comp. of work.Si no-502a. | BI01010001010000000000000515BI0100001133 | 1.48 | Kg |
| 23 | 23 | P/ Fixing Glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with.SI no-DSR-10.30.1 | BI01010001010000000000000515BI0100001134 | 7.38 | Sqm |
| 24 | 24 | S/fixing Galvnized mosquitos proof heavy quality S.S.wire gauge heavy quality over windows and i/c supply of teak wood batten 8 cmx1 cm (3\"x3/8\")/flat iron 25mmx4mm and i/c supply of necessary scews all materials, labour, Tools & plants etc.SI no-455 | BI01010001010000000000000515BI0100001135 | 7.38 | Sqm |
| 25 | 25 | M.S.or iron work of small sizes such as holding down bolts,holt fast i/c all comp. of work.Si no-502b. | BI01010001010000000000000515BI0100001136 | 2.21 | Qtl |
| 26 | 26 | S/F 4\" Dia conduct Pipes I/C all material, labour T & P. etc.Dsr-12.38.1 | BI01010001010000000000000515BI0100001137 | 50 | Rm |
| 27 | 27 | P/ fixing aluminium slinding door bolts, ISI marked anodised anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with necessary screws etc. complete. DSR 9.96.2(250x16mm size) | BI01010001010000000000000515BI0100001138 | 3 | Nos |
| 28 | 28 | P/ fixing aluminium tower bolts, ISI marked anodised anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with necessary screws etc. complete. DSR 9.97.3 | BI01010001010000000000000515BI0100001139 | ||
| 29 | 29 | 250x10mm DSR 9.97.2 | BI01010001010000000000000515BI0100001140 | 3 | Nos |
| 30 | 30 | 200x10mm DSR 9.97.3 | BI01010001010000000000000515BI0100001141 | 3 | Nos |
| 31 | 31 | P/ fixing aluminium handles, ISI marked anodised anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with necessary screws etc. complete. DSR 9.100.1 | BI01010001010000000000000515BI0100001142 | 6 | Nos |
| 32 | 32 | Painting two coat over priming coat ( but including costf priming coat ) on steel and other metal surface up to 10cm with i/c all comp. of work.Si no-641+642 | BI01010001010000000000000515BI0100001143 | 119.3 | Sqm |
| 33 | 33 | P/ fixing ISI market flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction with farme of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters, 35 mm thick i/c all comp. of work.SI no-471 | BI01010001010000000000000515BI0100001144 | 7.34 | Sqm |
| 34 | 34 | Fixing of steel or wooden chaukhats in postion 10.13 N.item | BI01010001010000000000000515BI0100001145 | ||
| 35 | 35 | Door chaukhats window chaukhats above 1.5 sqm and upto 3.0 sqm. | BI01010001010000000000000515BI0100001146 | 4 | Nos |
| 36 | 36 | window chaukhats up to 1.50 sqm | BI01010001010000000000000515BI0100001147 | 3 | Nos |
| 37 | 37 | Ventilator chaukhats | BI01010001010000000000000515BI0100001148 | 6 | Nos |
| 38 | 38 | S/ fixing rolling shutters of approved make made 80x125mm angle (3\"x5\") cold rolled M.S. lath inter looked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation comp. but excluding the cost of top cover and springs.SI no-520 | BI01010001010000000000000515BI0100001149 | 6.3 | Sqm |
| 39 | 39 | P/ fixing ball bearing for rolling shutters.SI no-521 | BI01010001010000000000000515BI0100001150 | 4 | Nos |
| 40 | 40 | P/ fixing top cover for rolling shutters. SI no-522 | BI01010001010000000000000515BI0100001151 | 2 | Nos |
| 41 | 41 | P/ fixing long wire for rolling shutters. SI no-523 | BI01010001010000000000000515BI0100001152 | 4 | Nos |
| 42 | 42 | Distempring of two coat Dry distemper of New work I/c Supply of all material, labour,tools & plant etc. required for proper comp. of work.Si.no-681 | BI01010001010000000000000515BI0100001153 | 334.19 | Sqm |
| 43 | 43 | Finished wall with water proof cement paint on new work with two coats over priming coat I/C all completion of work as per S.I. No.660+661 | BI01010001010000000000000515BI0100001154 | 430.36 | Sqm |
| 44 | 44 | Supply and fixing 6 mm (1/4) china white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry,jointing and polishing complete,I/C supply all matrial,labour and Tools and Plants.SI no-628. | BI01010001010000000000000515BI0100001155 | 8.46 | Sqm |
| 45 | 45 | P/ fixing white vitreous china wash basin Hindware or Equivalent I/C all comp. of work.Si no-21b 9 | BI01010001010000000000000515BI0100001156 | 2 | Nos |
| 46 | 46 | P/laying and placing on terrace (at all floor levels) polythene water storage tank ISI 12701 marked (Sintex or Equivalent) with cover and suitable locking arrangement and making necessary holes for inlet, out and overflow pipes but without fitting and the base support for tank i/c all comp. of work Si no-21b.23 | BI01010001010000000000000515BI0100001157 | 1 | Nos |
| 47 | 47 | P/ fixing water closet squatting pan (Indian type W.C. pan size 580x440mm) hindware or Equivalent with 100mm sand cast iron P or Strap ,10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) confirming to IS: 7231, with all fittings and fixtures complete i/c cutting and making good the walls and floors wherever required.Si no-21b.3 | BI01010001010000000000000515BI0100001158 | 1 | Nos |
| 48 | 48 | Supply and Fixing box type fan hook (L.S.) | BI01010001010000000000000515BI0100001159 | 6 | Nos |
| 49 | 49 | P/ Laying ( Brick coba ) 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20mm thick base of cement mortar 1:4 cement & coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortar i/c all comp. of work.Si no-548 (N.Item) | BI01010001010000000000000515BI0100001160 | 128.24 | M |
| 50 | 50 | S/Laying hand pump / samar sheblie (L.S.) | BI01010001010000000000000515BI0100001161 | 1 | Job |
| 51 | 51 | Boundary Wall | BI01010001010000000000000515BI0100001163 | ||
| 52 | 52 | E/w in excavation in foundation in ordinary soil as per si no 253(a) | BI01010001010000000000000515BI0100001164 | 52.02 | M3 |
| 53 | 53 | Bed pcc with 40 mm gauge Brick ballast fine sand 1.25FM and cement in proportion (1:4:8) in foundationas per si no 275 | BI01010001010000000000000515BI0100001165 | 8.7 | M3 |
| 54 | 54 | M-150 class Brick work (1:6) with cement &fine sand mortar at site in the foundation as per si No 305 | BI01010001010000000000000515BI0100001166 | 39.5 | M3 |
| 55 | 55 | RCC work(1:2:4) with Cement approved Coarse sand & 2 cm gauge approved stone gritt in lintels of door &windows Excluding supply of reinforcement and its bending ,but including its fixing and binding | BI01010001010000000000000515BI0100001167 | 6 | M3 |
| 56 | 56 | R.C.C. (1:2:4) with cement ,approved coarse sand &2 cm gauge stone girt SI no-287 | BI01010001010000000000000515BI0100001168 | 1.5 | M3 |
| 57 | 57 | RCC work(1:1.5:3) with Cement approved Coarse sand & 2 cm gauge approved stone gritt in R.C.C. Column.Si no-289 | BI01010001010000000000000515BI0100001169 | 0.9 | M3 |
| 58 | 58 | M-150 class brick work (1:5) with cement &fine sand mortar in the super structure at site | BI01010001010000000000000515BI0100001170 | 33 | M3 |
| 59 | 59 | E/w in filling with ordinary soil in plinth excavation to be in the form of regular pits not exceeding .50 M in depth and earth work in embankment etc………………..(Excluding royality) | BI01010001010000000000000515BI0100001171 | 248 | M3 |
| 60 | 60 | 12 mm thick cement plaster (1:6) with one part cement & four part fine sand (1.25 FM) mortar at site(Smooth face) | BI01010001010000000000000515BI0100001172 | 161 | M2 |
| 61 | 61 | Same as above item no 8 But rough face | BI01010001010000000000000515BI0100001173 | 134.4 | M2 |
| 62 | 62 | M.S (toor steel or plain )in plain work such as R.C.C or R.B work including bending for shape and including supply of steel & its wastage ,bend hooks and authorised overlapping shall be measured and including cost of binding wire. | BI01010001010000000000000515BI0100001174 | 1.76625 | qtl |
| 63 | 63 | M.S or iron wok of small sizes and section such as holding down bolts,hold fast.tie rods grating etc as per si no 503 | BI01010001010000000000000515BI0100001175 | 6.3 | qtl |
| 64 | 64 | Painting 2coat of synthetic enamil Paint grade 1st quality over one primer coat si no-642+641 | BI01010001010000000000000515BI0100001176 | 12.6 | M2 |
| 65 | 65 | Finishing wall With water proof cement of approved make and quality on new wood with two coat to give an even shade i/C supply of all materials,labour tools &plants etc as per SI no 660&661 | BI01010001010000000000000515BI0100001177 | 318.15 | M2 |
| 66 | 66 | S/ fixing of steel main gate. L.S. | BI01010001010000000000000515BI0100001178 | 1 | Nos |
| 67 | 67 | Inter locking tiles | BI01010001010000000000000515BI0100001180 | ||
| 68 | 68 | Conc with 4 Cm gauge brick ballast fine sand of 1.25 FM and cement in proportion of (1:6:12) in foundation and under floors including supply of all materials………. As per si no 273 | BI01010001010000000000000515BI0100001181 | 37.2 | Cum |
| 69 | 69 | Sand filling in plinth by local sand I/C all Material, Labour T & P. etc. | BI01010001010000000000000515BI0100001182 | 72.6 | Cum |
| 70 | 70 | S/Laying of 80mm thick precast cement concrete I-shape Interlocking pane blocks with to layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. cement ,smooth high gloss finish, skid resistant manufactured from ruber moulds thriugh vibro-compression mechanisam, the compressive strength of concrete paver block shall not be less than 30Mpa(M-30)and weight 5kg per nos.confiming to IS15658-2006 I/c cost material,with ablanket layer of 4.00 Cm thick fine sand labour,T&P and Vat ctc required for proper completion of the work.Si no-N.Item. | BI01010001010000000000000515BI0100001183 | 726 | Sqm |
| 71 | 71 | saftik Tank | BI01010001010000000000000515BI0100001184 | ||
| 72 | 72 | E/w in excavation in foundation in ordinary soil as per si no 253(a) | BI01010001010000000000000515BI0100001185 | 16.35 | Cum |
| 73 | 73 | Bed pcc with 40 mm gauge Brick ballast fine sand 1.25FM and cement in proportion (1:4:8) in foundationas per si no 275 | BI01010001010000000000000515BI0100001186 | 0.5 | Cum |
| 74 | 74 | CC work(1:2:4) with Cement approved Coarse sand & 2 cm gauge approved stone gritt in lintels of door &windows Excluding supply of reinforcement and its bending ,but including its fixing and binding | BI01010001010000000000000515BI0100001187 | 0.206 | Cum |
| 75 | 75 | M-150 class Brick work (1:3) with cement & Coarse sand mortar at site in the foundation as per si No 307 | BI01010001010000000000000515BI0100001188 | 4.4 | Cum |
| 76 | 76 | RCC work(1:1.5:3) with Cement approved Coarse sand & 2 cm gauge approved stone gritt in lintels of door &windows Excluding supply of reinforcement and its bending ,but including its fixing and binding | BI01010001010000000000000515BI0100001189 | 1.3 | Cum |
| 77 | 77 | 12 mm thick cement plaster (1:3) with one part cement & three part fine sand (2.20 FM) mortar at site(Smooth face) | BI01010001010000000000000515BI0100001190 | 18.3 | Sqm |
| 78 | 78 | M.S (toor steel or plain )in plain work such as R.C.C or R.B work including bending for shape and including supply of steel & its wastage ,bend hooks and authorised overlapping shall be measured and including cost of binding wire. | BI01010001010000000000000515BI0100001191 | 1.4287 | Qtl |
| 79 | 79 | Cost of External electrification | BI01010001010000000000000515BI0100001192 | 1 | Job |
| 80 | 80 | Cost of Enternal electrification | BI01010001010000000000000515BI0100001193 | 1 | Job |
| 81 | 81 | Cost of Sanitation | BI01010001010000000000000515BI0100001194 | 1 | Job |
AI Tender Summary
Tender Timeline
Jan 27, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 06, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 07, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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