Construction Of Anganwadi Building At Ambavali Simechiwadi Tal . Sangameshwar ( For Unemployed Engineers Only ) Construction Of Anganwadi Building At Ambavali Simechiwadi Tal . Sangameshwar ( For Unemployed Engineers Only )
Tender Value
8.34 Lakhs
Estimated cost
Bid Submission
05 Aug 2020
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sangameshwar → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Anganwadi Building At Ambavali Simechiwadi Tal . Sangameshwar ( For Unemployed Engineers Only ) Construction Of Anganwadi Building At Ambavali Simechiwadi Tal . Sangameshwar ( For Unemployed Engineers Only )
BOQ
| Name of Work: Construction of Anganwadi Building at Ambavali Simechiwadi Tal. Sangameshwar | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Item No. 1 :- Excavation for foundation in hard murum including removing the excavated materials upto a distance of 50 metres beyond the building area & lift as specified, stacking & spreading as directed including dewatering unless provided elsewhere, preparing the bed for the foundation & necessary backfilling, ramming, watering complete including shoring & strutting.SSR P/I 197/21.06 +10% H.A. 172.00+17.20 = 189.20 | BI01010001010000000000000515BI0100001113 | 25.95 | Cmt. |
| 2 | 2 | Item No. 2 :- Excavation for foundation in H.R. by Chiselling including removing the excavated materials upto a distance of 50 metres beyond the building area & lift as specified, stacking & spreading as directed including dewatering unless provided elsewhere, preparing the bed for the foundation & necessary backfilling, ramming, watering complete including shoring & strutting.SSR P/I 199/21.20 = 1027.00 + 102.70 = 1129.70 | BI01010001010000000000000515BI0100001114 | 2.89 | Cmt. |
| 3 | 3 | Item No.3:-Providing and laying Cast in situ cement concrete inM-10 of trap/ granite/ quartzite/ gneiss metal for foundation andbedding including bailing out water, formwork, laying/pumping,compacting, roughening them if special finish is to be provided,finishing if required and curing complete, with fully automaticmicro processor based PLC with SCADA enabled reversibleDrum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand SSR P/I 226/24.01 + 10% = 4766.00 + 476.60 = 5242.60 | BI01010001010000000000000515BI0100001115 | 8.1 | Cmt. |
| 4 | 4 | Item No.4:- Providing laterite stone masonry in cement mortar 1:6 in Foundation and plinth including racking out joints where plastering is to be done watering and scaffolding complete.Basic rate as per B&C Letter no.4219 item no.6 .4991.00+10%=5490.10 | BI01010001010000000000000515BI0100001116 | 22.5 | Cmt. |
| 5 | 5 | Item No.5:- Providing and cast in situ cement concrete in M-20 of trap/granite/quartzite/gneiss metal for RCC coping to plinth or parapet and sills of doors and window moulded as per detailed drawings or chamfered as approved by the Engineer including centering formwork cover blocks laying/pumping,compacting curing finishing and roughening them if sprecial finish is to be proveded and curing complete (Excluding reinforcement and structral steel) with fully automatic micro processor based PLC with SCADA enabled reversible Drum type mixer/concrete Batch mix plant (pan mixer) etc. comp SSR P/I 241/26.23 + 10% H.A. 5817.00 + 581.70 = 6398.70 | BI01010001010000000000000515BI0100001117 | 2.6 | Cmt. |
| 6 | 6 | Item No.6:- Filling in plinth and floors with approved excavated materials /contractor materialin 15 Cm. to 20 Cm. layers including watering and compaction complete. | BI01010001010000000000000515BI0100001118 | 1 | Cmt. |
| 7 | 7 | A) With Exca. Material S.S.R P/I-201/21.36 +10% = 96.00 + 9.60 = 105.60 | BI01010001010000000000000515BI0100001119 | 18 | Cmt. |
| 8 | 8 | B) With Cont. Material S.S.R P/I-20121.37 +10% = 440.00 + 44.00 = 484.00 | BI01010001010000000000000515BI0100001120 | 4 | Cmt. |
| 9 | 9 | Item No.7:- Providing laterite stone masonry in cement mortar 1:6 in superstructure including racking out joints where plastering is to be done watering and scaffolding complete. Basic rate as per B&C Letter no.4219 item no.7 .5603.00+10%= 6163.30 | BI01010001010000000000000515BI0100001121 | 22.7 | Cmt. |
| 10 | 10 | Item No.8:-Providing and fixing frame with / without ventilator of size asspecified with Country non teak wood for doors and indowsincluding chamfering, rounding, rebating, iron holdfast of size300mm x 40mm x 5mm with oil painting, etc. complete. SSR P/I 313/39.02 +10% = 88036.00 + 8803.60 = 96839.60 | BI01010001010000000000000515BI0100001122 | 0.08 | Cmt. |
| 11 | 11 | Item No.9:-Providing sills of polished Kota stone 25 mm to 30mm thick, on a bed of 1:4 cement mortar including cement float, filling joints with slurry, curing polishing and cleaning etc. complete.SSR P/I 276/33.20+10% = 940.00 + 94.000 = 1034.00 | BI01010001010000000000000515BI0100001123 | 8.8 | Cmt. |
| 12 | 12 | Item No.10:-Providing and fixing single leaf or double leaf panelled door shutters, excluding frame with glazed openable fanlight shutter 35mm thick as per detailed drawings consisting panelled vertical styless 100mm x 35mm and lock and bottom rail 200mm x 35mm and panels 12mm thick both side commercial ply faced particle board including stainless steel fixtures and fastening and T.W. beading at junctions of panel inserts and as instructed by the Engineer in charge including 3 oats of oil painting etc complete SSR P/I 314/39.07 + 10% - 5935.00 + 593.50 = 6528.50 | BI01010001010000000000000515BI0100001124 | 3.15 | Smt. |
| 13 | 13 | Item No.11- Providing and fixing solid core flush door shutter in single leaf 32mm thick decorative type of exterior grade as per detailed drawings approvedface veneers 3mm thick on both faces or as drected ll necessary beads, mouldings and lipping wrought rion hold fasts chromium plated fixtures and fastenings with brass mortise lock chromium platedhandles on both side and finishing with french polish etc. comp SSR P/I 314/39.09 + 10% H.A. - 2494.00 + 249.40 = 2743.40 | BI01010001010000000000000515BI0100001125 | 1.7 | Smt. |
| 14 | 14 | Item No.12:-Providing and fixing in position (as per 1868 / 1982) Alluminium sliding window of two tracks with rectangular pipe 63.50 x 38.10 x 1.02 mm at weight 0.547 kg/Rmt. with window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt.. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25 mm at weight o.417 kg/Rmt. As per detailed drawings and as directed by SSR P/I 322/39/40 +10% H.A. - 4924.00 + 492.40 = 5416.40 | BI01010001010000000000000515BI0100001126 | 5.6 | Smt. |
| 15 | 15 | Item No.13:- Providing and fixing in position powder coating aluminium louvered windows/ ventilators (IS std.) of various sizes with as per detailed drawings and specifications including aluminium frames 80 x 38 x 1.22 mm box type 5 mm thick sheet glass louveres, of approved quality etc. complete. SSR P/I 331/39.68 +10% H.A. - 2670.00 + 267.00 = 2937.00 | BI01010001010000000000000515BI0100001127 | 0.95 | Smt. |
| 16 | 16 | Item No.14 :- Providing and laying Cast in situ cement concrete M- 25 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand SSR P/I 235/25.52 +10% H.A. -10050.00 +1005.00 = 11055.00 | BI01010001010000000000000515BI0100001128 | 1.15 | Cmt. |
| 17 | 17 | Item No.15 :- Providing and laying Cast in situcement concrete M- 25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and\n even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) SSR P/I 236/25.72 +10% H.A. - 12324.00 + 1232.40 = 13556.40 | BI01010001010000000000000515BI0100001129 | 0.45 | Cmt. |
| 18 | 18 | Item No.16 :- Providing and laying Cast in situ/Ready Mix cement concrete M- 25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja asper detailed design and drawings including centering,formwork, cover blocks compacting , curing , finishing and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/\n concrete Batch mix plant (Pan mixer) etc. complete. With natural sand/V.S.I. quality Artificial Sand SSR P/I 239/26.07+10% H.A. -11343.00 + 1134.30 = 12477.30 | BI01010001010000000000000515BI0100001130 | 0.35 | Cmt. |
| 19 | 19 | Item No.17:-Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.SSR P/I 245/26.33 + 10% H.A. - 62581.00 +6258.10 = 68839.10 | BI01010001010000000000000515BI0100001131 | 0.239 | Cmt. |
| 20 | 20 | Item No.18:-Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.SSR P/I 268/32.05+ 10% H.A. - 243.00 + 24.30 = 267.30 | BI01010001010000000000000515BI0100001132 | 138.4 | Smt. |
| 21 | 21 | Item No.19:-Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.SSR P/I 268/32.04+ 10% H.A. - 234.00 + 23.40 = 257.40 | BI01010001010000000000000515BI0100001133 | 120.6 | Smt. |
| 22 | 22 | Item No.20:-Providing and laying vetrified mirror/ glossy finish tiles having size 590mm to 605mmx590mm to 605mm.of 8 to 10mm. Thickness and confirming to IS 15622-2006 (group Bia) of approved make shade and pattern for flooring in required position laid on a bed of 1.4 cement mortar including neat cement float filling joints curing and clearing etc. Flooring SSR P/I 279/33.40+ 10% H.A. - 1027.00 + 102.70 = 1129.70 | BI01010001010000000000000515BI0100001134 | 50.2 | Smt |
| 23 | 23 | Item No.21:-Providing and laying vetrified mirror/ glossy finish tiles having size 590mm to 605mmx590mm to 605mm.of 8 to 10mm. Thickness and confirming to IS 15622-2006 (group Bia) of approved make shade and pattern for flooring in required position laid on a bed of 1.4 cement mortar including neat cement float filling joints curing and clearing etc. Skirting SSR P/I 279/33.41+ 10% H.A. - 1087.00 + 108.700 = 1195.70 | BI01010001010000000000000515BI0100001135 | 6.3 | Smt. |
| 24 | 24 | Item No.22:- Providing and fabricating structrual steel work in rolled sections fixed with connecting angle or angle cleats in main and cross beams hip and jack rafters purling connecting to truss members and the like. as per detailed design and drawing or as directed by Engineer in charge including cutting fabricating hoisting erecting fixng in position in position making riveted/bolted/welded connection and one coat of anticorrosive paint and over it two cost of oil painting of approved quality and shade comp SSR P/I - 223/23.02 + 10% 70576.00 + 7057.60 = 77633.60 | BI01010001010000000000000515BI0100001136 | 0.453 | M.T. |
| 25 | 25 | Item No.23:- Providing and fixing 6.00 mm thick ISI mark asbestos cement corrugated sheet roffing including galvanised iron J or L hook bolts galvanised iron and bituminious washers galvanised iron cramps bolts and nuts and scaffolding complete SSR P/I - 291/38.06 + 10% 305.00 + 30.50 = 335.50 | BI01010001010000000000000515BI0100001137 | 77.3 | Smt. |
| 26 | 26 | Item No.24:- Providing and fixing 6.00 mm thick ISI Marks asbestos cement ridge capping for roofing including galvanised iron hook bolts galvanised iron bituminious washers galvanised iron cramps bolts and nuts and scaffolding complete.SSR P/I - 292/38.07 + 10% 369.00 + 36.90 = 405.90 | BI01010001010000000000000515BI0100001138 | 6.9 | Rmt. |
| 27 | 27 | Item No.25:-Providing and fixing mild steel grill work for windows, ventilators etc.15 kg/sqm as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete.SSR P/I - 338/40.02 + 10% - 1252.00 + 125.20 = 1377.20 | BI01010001010000000000000515BI0100001139 | 15.2 | Smt. |
| 28 | 28 | Item No.26:-Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete.SSR P/I - 333/40.01 + 283+36.03 = 10% - 39.50.+ 9.30 = 48.80+ 4.88 = 53.68 | BI01010001010000000000000515BI0100001140 | 132.1 | Smt. |
| 29 | 29 | Item No.27:-Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.SSR P/I -287/35.13 + 281/35.21 = 10% - 50.00.+ 22.00 = 72.00+ 7.20 = 79.20 | BI01010001010000000000000515BI0100001141 | 120.6 | Smt. |
| 30 | 30 | Item No.28:- Providing and fixing 1st class white glazed earthenware Orissa Type W.C. Pan 575 mm dia including P or S trap cast iron soils and vent pipe upto the out the outside face of the wall (1:5:10) cement concrete bedding 15mm thick 10liter PVC flushing cistern with all necessary pipe connection etc. comp SSR P/I - 330/42.30 + 10% - = 3260.00+ 326 = 3586 | BI01010001010000000000000515BI0100001142 | 1 | No. |
| 31 | 31 | Item No.29:- Providing and fixing white glazed eartheware sink of size 450x200x300 mm including all connection of GI supply and UPVC waste pipe and trap upto outside face of wall cold water chromium plated screw down bib tap, rolled steel or C.I. brackets, rubber plug with chain and stop tap complete SSR P/I - 350/41.76 + 10% - = 3371.00+ 337.10 = 3708.10 | BI01010001010000000000000515BI0100001143 | 1 | No. |
| 32 | 32 | Item No.30:- Providing and fixing white glazed earthenware Wash Hand Basin of 55 cm x 40cm size including cold water pillar tap / cold and hot water pillar tap brackets, rubber blugs and brass chain, stop tap and necessary pipe connection including P.V.C waste pipe and trap up to the out sie face of the wall making good the damaged surface testing etc. comp SSR P/I - 348/41.63+ 10% - = 4508.00+ 450.80 = 4958.80 | BI01010001010000000000000515BI0100001144 | 1 | No. |
| 33 | 33 | Item No.31- Providing and fixing 75 mm dia. stabiliser pipe P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends tees single junctions slotted vent clmps etc. comp 358/42.51+ 10% - = 480.00+ 48.00 = 528 | BI01010001010000000000000515BI0100001145 | 10 | Rmt. |
| 34 | 34 | Item No.32 - Providing and fixing H.D.P. container Synted or alike one piece moulded water tack made out of high density polythyler and built corrugated inclusive of delivary up to destination hoisting and fixing of accessories such as inlet outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters SSR P/I - 358/42.53 + 10% - = 13.00+ 1.30 = 14.30 | BI01010001010000000000000515BI0100001146 | 500 | LItre |
| 35 | 35 | Item No.33- Providinf and fixing P.V.C.pipes of 15mm dia with fitting such as bends tees. reducers clamps etc. including necessary excavation trench filling etc. comp including removing theexisting pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. comp SSR P/I - 329/42.21 + 10% - = 69.00+ 6.90 = 75.90 | BI01010001010000000000000515BI0100001147 | 15 | Rmt. |
| 36 | 36 | Item No.34:-Providing & fixing screw down 15mm dia wheeled stop tap of brass including necessary sockets, union nut, etc. complete SSR P/I - 322/41.43 + 10% - = 402.00+ 40.20 = 442.20 | BI01010001010000000000000515BI0100001148 | 2 | No. |
| 37 | 37 | Item No.35:-Providing & preparing kitchen otta up to 75cm width made up from 30mm thick and 75cm high vertical support for kadappa at 1 m c/c of 25mm thick both side polished kadappa middle shelf and bottom of 20mm thick one side polished kadappa with facia patti of 20x 50mm kadappa including all materiuals labour cutting fixing with cement mortar and araldite curing polished and cleaning etc.SSR P/I - 278/33.38 + 10% - = 2458.00+ 245.80 = 2703.80 | BI01010001010000000000000515BI0100001149 | 7.65 | Smt. |
| 38 | 38 | Item No.36:- Providing and constructing Brick Masonry Inspection chamber 60x45x 90 cm including 1:4:8 cement concrete foundation,1:2:4 cement concrete channels,half round G.S.W pipe brick masonry, plastering from inside with frame fixed in cement concrete RCC Cover meduim duty 140kg. with frame etc .SSR P/I-356/42.12 + 10% H.A. =6975.00+697.50=7672.50 | BI01010001010000000000000515BI0100001150 | 1 | No. |
| 39 | 39 | Item No.37 :- Providing and fixing mild steel grill railing weighing 15 kg/sqm with teak wood hand rail of size 75 x 60 mm and sill of 75 x 25 mm and posts varandah including fabricating, fixtures, erecting, painting grill work with one coat of anticorrosive paint and two coats of oil paint and polishing the sill, hand rail with french polish SSR P/I-339/40.09 + 10% H.A. =2263.00+226.30= 2489.30 | BI01010001010000000000000515BI0100001151 | 6.3 | Smt. |
| 40 | 40 | Item No.38:- Providing and fixing Name board etc. comp | BI01010001010000000000000515BI0100001152 | 1 | Smt. |
| 41 | 41 | Testing charges | BI01010001010000000000000515BI0100001153 | 1 | Smt. |
| 42 | 42 | A) Stone - Crushing Value/Compressive Strength. Water Absorption & Specific Gravity SSR P/I 452/29 | BI01010001010000000000000515BI0100001154 | 1 | No. |
| 43 | 43 | B) Sand - Sieve Analysis SSR P/I 450/3 | BI01010001010000000000000515BI0100001155 | 1 | Smt. |
| 44 | 44 | C)Cub - Compressive Strength of C.C.Cub (Set of 3 cubes) SSR P/I 451/20 | BI01010001010000000000000515BI0100001156 | 1 | Smt. |
| 45 | 45 | GST | BI01010001010000000000000515BI0100001157 | 1 | No. |
AI Tender Summary
Tender Timeline
Jul 22, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedAug 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 07, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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