Construction Of Dining Hall With Kitchen Room , New Oht 30000 Ltr , Construction Of Vermi Compost Pit And Raising Of Nursery At Rird In S . V . Nagaram Panchayat Of Arni Block In Tiruvannamalai District
Tender Value
81.66 Lakhs
Estimated cost
Bid Submission
17 Sep 2019
0 days left
EMD
81700
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Arni → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Construction Of Dining Hall With Kitchen Room , New Oht 30000 Ltr , Construction Of Vermi Compost Pit And Raising Of Nursery At Rird In S . V . Nagaram Panchayat Of Arni Block In Tiruvannamalai District
BOQ
| Name of Work: Construction of Dining Hall with Kitchen room, New OHT 30000 Ltr, Construction of Vermi Compost pit and Raising of Nursery at RIRD in S.V.Nagaram Panchayat of Arni Block in Tiruvannamalai District | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Part I : Construction of Dining Hall with Kitchen room at RIRD Campus in S.V.Nagaram Panchayat | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Earth work excavation for foundation in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. | BI01010001010000000000000515BI0100001113 | 303.77 | Cu.m |
| 3 | 1.02 | Supplying and Filling the foundation basement with conveyed earth in layers of not more than 15cm thick well rammed, watered and consolidated as directed by the deptl. officers. Complete complying with standard specifications. | BI01010001010000000000000515BI0100001114 | 191.19 | Cu.m |
| 4 | 1.03 | Supplying and filling in foundation and basement with filling river sand in layers of not more than 15cm thick including well rammed, watered and with consolidated as directed by the departmental officers complete complying with standard pecifications. | BI01010001010000000000000515BI0100001115 | 78.27 | Cu.m |
| 5 | 1.04 | Cement Concrete 1:4:8 (One Cement, Five sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification | BI01010001010000000000000515BI0100001116 | 161.82 | Cu.m |
| 6 | 1.05 | SCAFFOLDING,CENTERING,ETC\nSupplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) | BI01010001010000000000000515BI0100001117 | ||
| 7 | 1.06 | Supplying and erecting steel centering for plane surfaces in foundation and basement for staircase steps column footings plinth beam grade beam etc., for All floors | BI01010001010000000000000515BI0100001118 | 274.7 | Sq.m |
| 8 | 1.07 | For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc. for All floors | BI01010001010000000000000515BI0100001119 | 277.64 | Sq.m |
| 9 | 1.08 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. For all floors below sill level | BI01010001010000000000000515BI0100001120 | 152.17 | Sq.m |
| 10 | 1.09 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. For all floors Above sill level | BI01010001010000000000000515BI0100001121 | 712.89 | Sq.m |
| 11 | 1.1 | RCC ITEMS OF WORK:\nProviding and laying in position CEMENT CONCRETE M20 Grade using ordinary portland cement with water content not exceeding 0.45 including use of plasticizer of approved make & dosage of required grade at all locations and levels using 20mm size & down graded aggregates, in all types of works including hire charges for pump and dimping charges to the required locations, machine vibrating, tamping, curing, providing fixtures like fan clamps, beading as specified, charges for conveyance of RMC plant to tthe site or all as required (excluding cost of reinforcement and fabrication charges, centering and shuttering). Mix design details to be got approved before commenecement of the work adopting pour card system by the departmental officers etc., complete as per ISI 4926 of 1976/1990 | BI01010001010000000000000515BI0100001122 | ||
| 12 | 1.11 | a)In foundation and Basement | BI01010001010000000000000515BI0100001123 | 47.66 | Cu.m |
| 13 | 1.12 | b)In Ground Floor | BI01010001010000000000000515BI0100001124 | 141.84 | Cu.m |
| 14 | 1.13 | Cement Concrete 1:3:6 (One Cement, Three sand and Six broken stone jelly) using 40mm size hard broken stone jelly for dummy columns, excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete. (Reinforced Cement Concrete 1:2:4 for slab to be extended upto top of splashing with pressed tiles and future extension rods to be embedded in CC 1:3:6 (One Cement, Three Sand and Six hard broken stone jelly). Dummy columns should be at least 1 metre height) | BI01010001010000000000000515BI0100001125 | 1.94 | Cu.m |
| 15 | 1.14 | MASONRY WORKS:\nBrick work in 1:5 Cement Mortar using best quality II class Ground moulded chamber burnt bricks of size 9\" x 4-3/8\" x 2-3/4\" for foundation and basement including curing, etc., complete complying with standard specifiction. | BI01010001010000000000000515BI0100001126 | ||
| 16 | 1.15 | a)In foundation and Basement | BI01010001010000000000000515BI0100001127 | 28.79 | Cu.m |
| 17 | 1.16 | b)In Ground Floor | BI01010001010000000000000515BI0100001128 | 102.19 | Cu.m |
| 18 | 1.17 | STEEL REINFORCEMENT:\nSupplying, fabricating and placing in position M.S. or R.T.S. reinforcement grill for RCC works as per the design given including cost of steel and binding wire etc., complete complying with standard specification. (The contractor will have to make his own arrangements for the supply of M.S. plain rods / RTS rods and binding wire)-Fe 500 Grade | BI01010001010000000000000515BI0100001129 | 18.19 | MT |
| 19 | 1.18 | Paving the floor with best quality Vertified Tiles of size 600 x 600 x 8mm of approved colour, shade and quality laid in cement mortar 1:3 (one cement and three sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) | BI01010001010000000000000515BI0100001130 | 200.62 | Sq.m |
| 20 | 1.19 | Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works) | BI01010001010000000000000515BI0100001131 | 170.54 | Sq.m |
| 21 | 1.2 | Dadooing walls with following best approved quality, white glazed tiles of following sizes set in Cement Mortar 1:2 (One Cement and Two sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers. | BI01010001010000000000000515BI0100001132 | 245.35 | Sq.m |
| 22 | 1.21 | SUPPLY AND FIXING OF STEEL DOOR (120x2.10m) | BI01010001010000000000000515BI0100001133 | 3 | Nos |
| 23 | 1.22 | providing and fixing the steel Doors sizes are 1.00X2.10m | BI01010001010000000000000515BI0100001134 | 4 | Nos |
| 24 | 1.23 | providing and fixing the steel windows sizes are 1.20X1.20m | BI01010001010000000000000515BI0100001135 | 11 | Nos |
| 25 | 1.24 | Supplying and fixing in position of aluminium anodised powder coated colour matt finish louvered ventilator. The outer frame will be 62x38x2mm @ 1.174Kg/m and the lower with moving arrangement will be made with alu. Channel of size 60x30x4mm @ 1.27 kg/m with necessary glass panes for louvers 4mm thick aluminium clips. | BI01010001010000000000000515BI0100001136 | 1.08 | Sq.m |
| 26 | 1.25 | Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers. | BI01010001010000000000000515BI0100001137 | 22.35 | Cu.m |
| 27 | 1.26 | Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers | BI01010001010000000000000515BI0100001138 | 391.19 | Sq.m |
| 28 | 1.27 | Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers For ground floor | BI01010001010000000000000515BI0100001139 | 487.21 | Sq.m |
| 29 | 1.28 | Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. For all floors | BI01010001010000000000000515BI0100001140 | 952.5 | Sq.m |
| 30 | 1.29 | Providing and applying emulsion paint finish of approved make & shade in two coats over a coat of approved primer and to give an even shade as per manufacturer's instruction to the internal plastered surfaces including preparation of surfaces, scaffolding etc. all complete as per drawings and specification for all heights. (Ceiling work) | BI01010001010000000000000515BI0100001141 | 1404.16 | Sq.m |
| 31 | 1.3 | Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.) | BI01010001010000000000000515BI0100001142 | 63.6 | Sq.m |
| 32 | 1.31 | Plain Cement concrete 1:2:4 using 20mm HBG broken granite jelly including cost and conveyance of all materials to site and all labour charges etc., complete | BI01010001010000000000000515BI0100001143 | 20.05 | Cu.m |
| 33 | 1.32 | Electrical Arrangements | BI01010001010000000000000515BI0100001144 | ||
| 34 | 1.33 | Wiring with 2x1.5 Sq.m with PVC insulate including all charges etc complete for light /fan points SD No.17 for Dining hall | BI01010001010000000000000515BI0100001145 | 35 | Nos |
| 35 | 1.34 | Supply and fixing of energy efficient 11 W lamp on the battern holde etc., complete SD 80 for Rooms and bath | BI01010001010000000000000515BI0100001146 | 2 | Nos |
| 36 | 1.35 | Supply and fixing of single box type 4-40 flu fitting including all charges etc., complete SD. No.87 Tube light | BI01010001010000000000000515BI0100001147 | 15 | Nos |
| 37 | 1.36 | Supply and fixing of 1200mm (48\") AC ceiling fan with with step type eletronic diameter etc., SD NO 107 | BI01010001010000000000000515BI0100001148 | 16 | Nos |
| 38 | 1.37 | Supply and fixing of 5x3 pin and 2 pin combined flush type socket SD No,133 | BI01010001010000000000000515BI0100001149 | 16 | Nos |
| 39 | 1.38 | Supply and run of 2 of 1.5 Sq.mm (2210.3) PVC Insulated Cu.cunductor of 1100 V grade of ridged pipe etc., complete SD No.55 | BI01010001010000000000000515BI0100001150 | 110 | Nos |
| 40 | 1.39 | Supplying of 2 of 1.5 Sq.mm PVC insulated with continious earth wire connection 14 SQG Tee wire etc., complete SD No.54 | BI01010001010000000000000515BI0100001151 | 110 | Nos |
| 41 | 1.4 | Supplying and fixing of 20b 4.00 Sq.mm (5610.30) PVC insulated with connection etc., complete SD No.60 | BI01010001010000000000000515BI0100001152 | 110 | Nos |
| 42 | 1.41 | Supply and fixing of 15 Amps and 20 Amps socket with swith including all charges erc., SD No 137 | BI01010001010000000000000515BI0100001153 | 5 | Nos |
| 43 | 1.42 | Supply and fixing of horizontal four way triple pole netural MCD distribution board in sheet steel double door type with 1 No. of AOA 4 pole MCD inalator and 12 Nos. Up 6A to 32 Amps etc., SD No.179 | BI01010001010000000000000515BI0100001154 | 1 | Nos |
| 44 | 1.43 | Supply and fixing of TNEB meter board suitable for 32 A Three phase service connection with 3 Nos. 32A fuse unit with 32A Netu ral link etc., complete SD No.127 | BI01010001010000000000000515BI0100001155 | 1 | Nos |
| 45 | 1.44 | Supply and fixing of TNEB meter board suitable for 3 phase 100A service connection made up EB suitable angle iron frame of size 2x1.5 using etc., SD.No.130 | BI01010001010000000000000515BI0100001156 | 1 | Nos |
| 46 | 1.45 | Supply and fixing of service connection wire etc., SD. No.66 | BI01010001010000000000000515BI0100001157 | 24 | Nos |
| 47 | 1.46 | Earthing as per PWD standard with an earth electrode of 2 mt class 'B' G.I Pipe etc., SD No.234 | BI01010001010000000000000515BI0100001158 | 1 | Nos |
| 48 | 1.47 | Water Supply Arrangements | BI01010001010000000000000515BI0100001159 | ||
| 49 | 1.48 | Supplying and fixing of PVC water storage tank of best approved quality and make of super thick with lid of capacity of 2000 litres with accessories including giving necessary connection etc., complete as directed by the departmental officer. (The PVC water storage tank should be got approved by the Engineer before use on work) | BI01010001010000000000000515BI0100001160 | 1 | Nos |
| 50 | 1.49 | Supplying, laying and jointing B class G.I Pipes of the following dia of approved quality and best variety above ground level including fixing of G.I specials but excluding cost of such specials and cutting and threading of peipes (the G.I Specials will be measured and paid for separately) but including fixing to the wall with necessary clamps and screws, teak wood plugs making holes in the wall (or) drilling holes in the roof and making good of the disturbed portion to the original condition with necessary brick work and plastering wherever necessary with ncessary scaffolding charges. etc., complete complying with standard specification | BI01010001010000000000000515BI0100001161 | ||
| 51 | 1.5 | 32 mm dia | BI01010001010000000000000515BI0100001162 | 20 | RM |
| 52 | 1.51 | 25 mm dia GI pipe | BI01010001010000000000000515BI0100001163 | 30 | RM |
| 53 | 1.52 | Supplying and fixing in position G.I Union of heavy type of approved quality and good variety of various sizes including necessary cutting and threading of G.I pipes for jointing the union for both internal and external wate supply arrangements | BI01010001010000000000000515BI0100001164 | ||
| 54 | 1.53 | 32mm dia GI Union in distribution | BI01010001010000000000000515BI0100001165 | 10 | Nos |
| 55 | 1.54 | 25mm dia GI Union in distribution | BI01010001010000000000000515BI0100001166 | 10 | Nos |
| 56 | 1.55 | Supplying and fixing in position the following galvanized iron specials of best approved quality and heavy type and good variety excluding fixing charges, but including cost of cutting and threading the GI pipes for jointing the GI specials etc., complete complying with standard specification | BI01010001010000000000000515BI0100001167 | ||
| 57 | 1.56 | 32mm dia GI elbow | BI01010001010000000000000515BI0100001168 | 12 | Nos |
| 58 | 1.57 | 25mm dia GI elbow | BI01010001010000000000000515BI0100001169 | 71 | Nos |
| 59 | 1.58 | GI Bend 32 mm dia | BI01010001010000000000000515BI0100001170 | 4 | Nos |
| 60 | 1.59 | GI Bend 25 mm dia | BI01010001010000000000000515BI0100001171 | 4 | Nos |
| 61 | 1.6 | GI Tee 32 mm dia | BI01010001010000000000000515BI0100001172 | 10 | Nos |
| 62 | 1.61 | GI Tee 25 mm dia | BI01010001010000000000000515BI0100001173 | 8 | Nos |
| 63 | 1.62 | GI Reducer Elbow 25 x 20mm dia | BI01010001010000000000000515BI0100001174 | 12 | Nos |
| 64 | 1.63 | GU Reducer Tee 32x 25mm dia | BI01010001010000000000000515BI0100001175 | 4 | Nos |
| 65 | 1.64 | GU Reducer Tee 25x 20mm dia | BI01010001010000000000000515BI0100001176 | 3 | Nos |
| 66 | 1.65 | Supply and fixing in position first qulaity and approved variety of gun metal gate valve/ Wheel valve heavy type with ISI mark of the following sizes including cost of shellac, thread, including labour 32 mm dia GM Gate Valve | BI01010001010000000000000515BI0100001177 | 2 | Nos |
| 67 | 1.66 | Supplying and fixing in position 15mm brass CP screw down tap (Heavy duty) of best approved make and quality including cutting, threading G.I pipes wherever necessary and fixing to the galvanized iron pipes in position etc., complete | BI01010001010000000000000515BI0100001178 | 10 | Nos |
| 68 | 1.67 | Sanitary Arrangements | BI01010001010000000000000515BI0100001179 | ||
| 69 | 1.68 | Supplying and fixing in position best indian make wash hand basin of size 550m x 400mm and approved brand and quality with a pair of C.I brackets fixed to wall with necessary teakwood plugs and brass screws one no of 15mm CP pillar trap, 32mm CP waste coupling, rubber plug and chain, 32mm GI Union, 32mm GI waste pipe, 15mm dia GM wheel valve 15mm brass nipple and nylon connection including cost of white lead TW plugs clamps, rubber washer, etc complete | BI01010001010000000000000515BI0100001180 | 6 | Nos |
| 70 | 1.69 | Supplying and fixing in position best quality chromium plated towel rail of 60 Cm length and 20mm dia with CP brackets of same material including fixing with necessary TW plugs brass cp screws and dismatling masonry etc | BI01010001010000000000000515BI0100001181 | 6 | Nos |
| 71 | 1.7 | Supplying and fixing brass cp soap tray | BI01010001010000000000000515BI0100001182 | 6 | Nos |
| 72 | 1.71 | Supplying and fixing in positin pvc pipe of 6 kg per sq.Cm best approved quality and make conforming to ISS of the following diameter and providing leak proof joints etc., 75mm dia PVC pipe | BI01010001010000000000000515BI0100001183 | 45 | RM |
| 73 | 1.72 | Suppllying and fixing in position of the following PVC specials best approved quality confirming to ISS and providing leak proof joints with PVC adhesive etc., 75mm dia PVC door bend | BI01010001010000000000000515BI0100001184 | 4 | Nos |
| 74 | 1.73 | Suppllying and fixing in position of the following PVC specials best approved quality confirming to ISS and providing leak proof joints with PVC adhesive etc., 75mm dia PVC plain bend | BI01010001010000000000000515BI0100001185 | 4 | Nos |
| 75 | 1.74 | Supplying and fixing of position best approved qulaity PVC Nahini trap of 110mm x 75mm | BI01010001010000000000000515BI0100001186 | 3 | Nos |
| 76 | 1.75 | Supplying and fixing of mirror for approved quality including cost and labour charges etc., Gents and ladies toilet (GF) | BI01010001010000000000000515BI0100001187 | 6 | Nos |
| 77 | 1.76 | Part II : Construction of New OHT (30000ltr) with extension of Pipe line at RIRD Campus in S.V.Nagaram Panchayat | BI01010001010000000000000515BI0100001188 | ||
| 78 | 1.77 | Earth work excavation and depositing on bank with initial lead 10m and lift of 2.0m in the following classification of soils, bailing out water wherever necessary including providing danger lights etc., and as directed as per specification SS 20B and special specification. Hard stiff clay, stiff block cotton, hard red earth, shales, murrams, gravely stoney earth mixed with 50% small sized boulders and hard gravelly soil etc. complete as per standard specifications and as directed by the Engineer. | BI01010001010000000000000515BI0100001189 | ||
| 79 | 1.78 | First depth of 2m | BI01010001010000000000000515BI0100001190 | ||
| 80 | 1.79 | a) for column foundation | BI01010001010000000000000515BI0100001191 | 42.32 | Cu.m |
| 81 | 1.8 | First depth of 2m | BI01010001010000000000000515BI0100001192 | ||
| 82 | 1.81 | a) for column foundation | BI01010001010000000000000515BI0100001193 | 12.696 | Cu.m |
| 83 | 1.82 | Sand filling for foundation with river sand including consolidation ramming etc. complete as per standard specifications and as directed by the Engineer-incharge | BI01010001010000000000000515BI0100001194 | ||
| 84 | 1.83 | a) for column foundation | BI01010001010000000000000515BI0100001195 | 2.116 | Cu.m |
| 85 | 1.84 | Plain Cement concrete 1:4:8 (one cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course for foundation including the cost of mixing, placing the concrete in position, consolidating finishing and curing etc., complete and as directed for works beyond 1.50m and upto 4.50m depth below ground level. | BI01010001010000000000000515BI0100001196 | ||
| 86 | 1.85 | a) for column foundation | BI01010001010000000000000515BI0100001197 | 3.174 | Cu.m |
| 87 | 1.86 | Reinforced cement concrete M20 grade using 10mm and 20mm Hard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, but including cost of mixing, placing the concrete in position, vibrating, consolidating, finishing and curing the concrete etc., complete and as directed by the Engineer-in-charge. (The rates inclusive of testing the reservoir for the water tightness of the structure) | BI01010001010000000000000515BI0100001198 | ||
| 88 | 1.87 | From G.L upto 4.50m depth | BI01010001010000000000000515BI0100001199 | ||
| 89 | 1.88 | (i) below 1.50m to 4.50m depth from G.L | BI01010001010000000000000515BI0100001200 | 4.73 | Cu.m |
| 90 | 1.89 | a) for Footing | BI01010001010000000000000515BI0100001201 | ||
| 91 | 1.9 | Below G.L upto 1.50m depth | BI01010001010000000000000515BI0100001202 | 1.386 | Cu.m |
| 92 | 1.91 | a) for column & brace | BI01010001010000000000000515BI0100001203 | ||
| 93 | 1.92 | Above G.L upto 4.50m height | BI01010001010000000000000515BI0100001204 | 2.574 | Cu.m |
| 94 | 1.93 | a) for column & brace | BI01010001010000000000000515BI0100001205 | ||
| 95 | 1.94 | Above 4.50m to 7.32m ht., from G.L | BI01010001010000000000000515BI0100001206 | 1.969 | Cu.m |
| 96 | 1.95 | a) for column & brace | BI01010001010000000000000515BI0100001207 | ||
| 97 | 1.96 | Above 7.32m to 10.98m ht., from G.L | BI01010001010000000000000515BI0100001208 | 2.272 | Cu.m |
| 98 | 1.97 | a) for column & brace | BI01010001010000000000000515BI0100001209 | ||
| 99 | 1.98 | Above 10.98m to 14.64m ht., from G.L | BI01010001010000000000000515BI0100001210 | ||
| 100 | 1.99 | a) for column | BI01010001010000000000000515BI0100001211 | 0.169 | Cu.m |
| 101 | 2 | Above 10.98m to 14.64m ht., from G.L | BI01010001010000000000000515BI0100001212 | ||
| 102 | 2.01 | Floorbeam 11.45m to 11.61m , Floor slab , Side wall , Haunch | BI01010001010000000000000515BI0100001213 | 11.032 | Cu.m |
| 103 | 2.02 | Above 14.64m ht., to 18.30m ht., | BI01010001010000000000000515BI0100001214 | ||
| 104 | 2.03 | For side walls , roof slab | BI01010001010000000000000515BI0100001215 | 3.09 | Cu.m |
| 105 | 2.04 | Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood) joints of 10cm x 6.5cm spaced at about 90cm c/c and supported by Casurina props of 10cm to 13cm dia. at 75cm c/c complying with standard specification and as directed. | BI01010001010000000000000515BI0100001216 | ||
| 106 | 2.05 | Plain Surface | BI01010001010000000000000515BI0100001217 | ||
| 107 | 2.06 | Upto 3.30m ht., from G.L | BI01010001010000000000000515BI0100001218 | ||
| 108 | 2.07 | For Column footing , G.L brace ,I set of Brace above GL | BI01010001010000000000000515BI0100001219 | 27.08 | Sq.M |
| 109 | 2.08 | From 3.30m to 4.30m ht., | BI01010001010000000000000515BI0100001220 | ||
| 110 | 2.09 | For Brace , Roof slab Bottom | BI01010001010000000000000515BI0100001221 | 13.833 | Sq.M |
| 111 | 2.1 | From 5.30m to 6.30m ht., | BI01010001010000000000000515BI0100001222 | ||
| 112 | 2.11 | Brace | BI01010001010000000000000515BI0100001223 | 9.54 | Sq.M |
| 113 | 2.12 | From 8.30m ht., to 9.30m ht. | BI01010001010000000000000515BI0100001224 | ||
| 114 | 2.13 | Brace | BI01010001010000000000000515BI0100001225 | 9.54 | Sq.M |
| 115 | 2.14 | From 11.30m to 12.30m ht. | BI01010001010000000000000515BI0100001226 | ||
| 116 | 2.15 | floor beam , floor slab bottom (including 1.5m working space) | BI01010001010000000000000515BI0100001227 | 49.596 | Sq.M |
| 117 | 2.16 | Centering for square column | BI01010001010000000000000515BI0100001228 | ||
| 118 | 2.17 | upto 3.30m ht. | BI01010001010000000000000515BI0100001229 | 21.6 | Sq.M |
| 119 | 2.18 | From 3.30m to 4.30m ht., | BI01010001010000000000000515BI0100001230 | 4.8 | Sq.M |
| 120 | 2.19 | From 4.30m to 5.30m ht., | BI01010001010000000000000515BI0100001231 | 4.8 | Sq.M |
| 121 | 2.2 | From 5.30m to 6.30m ht., | BI01010001010000000000000515BI0100001232 | 4.08 | Sq.M |
| 122 | 2.21 | From 6.30m to 7.30m ht., | BI01010001010000000000000515BI0100001233 | 4.8 | Sq.M |
| 123 | 2.22 | From 7.30m to 8.30m ht., | BI01010001010000000000000515BI0100001234 | 4.8 | Sq.M |
| 124 | 2.23 | From 8.30m ht to 9.30m ht | BI01010001010000000000000515BI0100001235 | 4.08 | Sq.M |
| 125 | 2.24 | From 9.30m ht to 10.30m ht | BI01010001010000000000000515BI0100001236 | 4.8 | Sq.M |
| 126 | 2.25 | From 10.30m ht to 11.30m ht | BI01010001010000000000000515BI0100001237 | 4.8 | Sq.M |
| 127 | 2.26 | From 11.30m ht to 12.30m ht | BI01010001010000000000000515BI0100001238 | 0.72 | Sq.M |
| 128 | 2.27 | Centering for curved surface | BI01010001010000000000000515BI0100001239 | ||
| 129 | 2.28 | From 11.30m to 12.30m ht | BI01010001010000000000000515BI0100001240 | ||
| 130 | 2.29 | sides of floor slab | BI01010001010000000000000515BI0100001241 | 3.499 | Sq.M |
| 131 | 2.3 | From 0 to 3.30m ht from floor level | BI01010001010000000000000515BI0100001242 | ||
| 132 | 2.31 | a) side wall outer , inner , oof slab side face | BI01010001010000000000000515BI0100001243 | 74.107 | Sq.M |
| 133 | 2.32 | From 3.3 to 4.30m ht from floor level | BI01010001010000000000000515BI0100001244 | ||
| 134 | 2.33 | a ) roof slab side face | BI01010001010000000000000515BI0100001245 | 0.285 | Sq.M |
| 135 | 2.34 | Supplying, fabricating and placing in position of RTS grills for reinforcement for various members including cost of steel for all RCC works etc., complete as per standard specifications and as directed by Engineer. The rate to include the cost of binding wire also. | BI01010001010000000000000515BI0100001246 | ||
| 136 | 2.35 | Rods for reinforcement | BI01010001010000000000000515BI0100001247 | 4.023 | Sq.M |
| 137 | 2.36 | Painting two coats with approved cement paint best quality over the outer wall surface including cost of cement paint etc. complete complying with standard specification etc., complete as per standard specifications and as directed by Engineer | BI01010001010000000000000515BI0100001248 | 160.4 | Sq.M |
| 138 | 2.37 | Supplying and fixing in position of 0.60 x 0.60m water tight CI manhole frame and cove of approved pattern at the roof slab and as directed. The manhole frame and cover should be of light duty and confirming to IS: 1726-1974 | BI01010001010000000000000515BI0100001249 | 2 | No |
| 139 | 2.38 | Pipe connection arrangements vide separate estimate- Inlet, Outlet, scour and overflow -65 mm dia | BI01010001010000000000000515BI0100001250 | 60 | No |
| 140 | 2.39 | Provision for GI Gate Value -65 mm dia | BI01010001010000000000000515BI0100001251 | 3 | No |
| 141 | 2.4 | Provision for GI Elbow -65 mm dia | BI01010001010000000000000515BI0100001252 | 1 | No |
| 142 | 2.41 | Provision for MS Ladder and landing slab ,hand rail arrangements as per type design communicated As per TWAD type design | BI01010001010000000000000515BI0100001253 | 1 | No |
| 143 | 2.42 | Earthwork excavation and depositing on bank with initial lead of 10m and lift of 2m in narrow trenches for laying of pipesin Hard stiff clay,stiff black cotton,hard red earth,shales,murram ,gravel,earth mixed with small sized boulders etc | BI01010001010000000000000515BI0100001254 | 121.59 | Cu.m |
| 144 | 2.43 | cost and supply of 75 mm pvc pipe 6ksc | BI01010001010000000000000515BI0100001255 | 193 | M |
| 145 | 2.44 | Laying of following pipes to proper line and level including jointing but excluding cost of pipes | BI01010001010000000000000515BI0100001256 | 193 | M |
| 146 | 2.45 | Refilling the excavated earth after laying and joining of pipes including all labour charges etc..complete | BI01010001010000000000000515BI0100001257 | 121.59 | Cu.m |
| 147 | 2.46 | Part III : Raising of Nursery at RIRD Campus in S.V.Nagaram Panchayat | BI01010001010000000000000515BI0100001258 | ||
| 148 | 2.47 | Earthwork Excaviting and deposting with in initial lead of 10m and lift of 2m \n0-0.3m | BI01010001010000000000000515BI0100001259 | 27 | Cu.m |
| 149 | 2.48 | Procurement of polythene bags | BI01010001010000000000000515BI0100001260 | 6500 | 1No |
| 150 | 2.49 | Watering the Germination beds twice daily with rose can for 15 days | BI01010001010000000000000515BI0100001261 | 21 | bed / day |
| 151 | 2.5 | Watering the Germination beds once daily with rose can for 30 days | BI01010001010000000000000515BI0100001262 | 21 | bed / day |
| 152 | 2.51 | Good quality of red earth for filling polybags (0.84 cum / 1000 nos) | BI01010001010000000000000515BI0100001263 | 42 | cum |
| 153 | 2.52 | Preparation of soil mixture by breaking clods sieving and mixing with fertile earth including red soil, silt & sand according to requirements and farm yard manure at the ratio 3:1 heaping at the filling site and filling in polythene bags and arranging bags in beds and pricking out the seedings (excluding cost of earth, form yard manure) | BI01010001010000000000000515BI0100001264 | 6720 | 1000 nos |
| 154 | 2.53 | Watering the container plants twice daily with rose can for 15 days | BI01010001010000000000000515BI0100001265 | 191.98 | 1000 nos |
| 155 | 2.54 | Watering the container plants on alternative days for total 120 days (60 eff days) | BI01010001010000000000000515BI0100001266 | 96 | 1000 nos |
| 156 | 2.55 | Shifing the container plants, weeding, grading etc and replacement of casulaties in the bags | BI01010001010000000000000515BI0100001267 | 448 | 1000 nos |
| 157 | 2.56 | Protection mazdoor for watch and ward in the nursery and for application of mansure pesticide etc | BI01010001010000000000000515BI0100001268 | 320 | day |
| 158 | 2.57 | Removal of Vizhal grass | BI01010001010000000000000515BI0100001269 | 3.15 | sqm |
| 159 | 2.58 | Removal of ipomea | BI01010001010000000000000515BI0100001270 | 3.15 | sqm |
| 160 | 2.59 | Part IV : Construction of Vermi Compost pit in RIRD Campus in S.V.Nagaram Panchayat | BI01010001010000000000000515BI0100001271 | ||
| 161 | 2.6 | Earth work excavation for foundation in all clauses of soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and boiling out water whenever necessary et complete complying with stand | BI01010001010000000000000515BI0100001272 | 4.34 | Cu.m |
| 162 | 2.61 | Cement concrete 1:4:8 mix using 40mm iss HBG metal for foundation & flooring including labour charges etc., complete | BI01010001010000000000000515BI0100001273 | 4.34 | Cu.m |
| 163 | 2.62 | Cement concrete 1:2:4 mix using 40mm iss HBG metal for foundation & flooring including labour charges etc., complete | BI01010001010000000000000515BI0100001274 | 2.56 | Cu.m |
| 164 | 2.63 | Brickwork in CM 1:5 mix using country bricks ground moulded of size 23 x 11 x 7 cm including cost and conveyance of all materials etc., complete. | BI01010001010000000000000515BI0100001275 | 5.05 | Cu.m |
| 165 | 2.64 | Plastering with cm 1:5 mix( one cement and five sand ) to 12 mm thick including cost and conveyance of all materials in all floors etc.,as directed by departmental officers etc, complete complying with standard specifications. | BI01010001010000000000000515BI0100001276 | 88.2 | Sq.m |
| 166 | 2.65 | Painting two coat using readymixed emulsion paint of approved quality and colour over priming coat (New) including cost and all labour charges etc. complete | BI01010001010000000000000515BI0100001277 | 88.2 | Sq.m |
| 167 | 2.66 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}\n | BI01010001010000000000000515BI0100001278 | 1 | GST Amount (in Rupees) |
AI Tender Summary
Tender Timeline
Jan 01, 1900
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 18, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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