Tender For Estimate For Restoration Of Village Infrastructure Due To Nh-548C (Satara-Mhaswad Section) Construction Activity, Road Safety At Junction & Emp Compliance Village-Bhivdi , Taluka- Koregaon Dist- Satara.
Tender Value
1.84 Crore
Estimated cost
Bid Submission
02 Nov 2026
4 days left
EMD
3.69 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Satara → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Restoration Of Village Infrastructure Due To Nh-548C (Satara-Mhaswad Section) Construction Activity, Road Safety At Junction & Emp Compliance Village-Bhivdi , Taluka- Koregaon Dist- Satara.
BOQ
| Sl. No. | Item Description |
| 1 | Estimate-1- Supply well Item no.1. :- Excavation in general in soft material comprising of soft soil soft murum sand hard murum with boulders in wet or dry condition for head works i.e. intake well connecting pipe jack well pump house supply well etc for lift 0 to 1.5 M and lead of 150 M including barricading guarding disposing of surplus excavated stuff within a radius of 0.5 km as directed by Engineer -in-charge etc complete excluding refilling. For Head works or nalla or any other site of GSDA for initial lift of 0 to 1.5 M etc complete.i.Lift 0.00 - 1.50 M |
| 2 | ii. Lift 1.50 - 3.00 M |
| 3 | Item No. 2 :- Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head Works on nalla or any other site of GSDA for initial lift of 0 to 1.5 M on Riveri. Lift 3.00 -4.50 M |
| 4 | ii. Lift 4.50 - 6.00 |
| 5 | iii. Lift 6.00 - 7.50 |
| 6 | Lift 7.50 - 9.00 |
| 7 | Lift 9.00 - 10.50 |
| 8 | Lift 10.50 - 12.00 |
| 9 | Lift 12.00 - 13.5 |
| 10 | Lift !3.5 - 15.00 |
| 11 | Item No. 3 :- Providing and laying in situ following grades of CC of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering form work, compacting and curing finishing etc. completeM-15 grade ( with 12 mm to 20 mm metal) 1:2:4 |
| 12 | Item No. 4:- Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted excluding M.S, or Tor reinforcement) For RCC M-200 grade Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircasei. For Beam M-300 |
| 13 | ii.For vertical Wall M-300 |
| 14 | Item No. 5 :- Providing and fixing in position steel bar reinforcement of various diameters for RCC piles caps, footings, foundations, slabs, beams, columns, canopies, staircase newels, chajjas, lintels, pardies 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 etc. complete. including cost of binding wire - Tor Steel |
| 15 | Item No. 6:- Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. |
| 16 | Item No 7 :- Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge. |
| 17 | Item No. 8:-Providing and fixing 80 mm dia A.C./ P.V.pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts, etc. complete. |
| 18 | Item No. 9:- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 19 | Providing and fixing mild steel grill work for windows, ventilators, etc. 15 Kilogram/ One Square Metre as per drawing including fixtures necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting complete. |
| 20 | Estimate No.2- Submersible pumpset and allied equipments. Providing, erecting and giving test of Submerssible Monoblock pump set conforming to IS 9079 operating at 2900 RPM with CI impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type. Pump set shall be suitable for working at various discharge and head requirements. Pump shall be erected on Provided C.C. foundation block with suitable foundation bolts grouted in C.C. foundation block.i. 150mm dia Upto 8 stage 5.00 HP Submerssible Monoblock Pumpset DSR MJP Mech/Ele DSR 21-22 PM 1-5-2 page no-3 |
| 21 | Item No 2 )- Sluice Valve class 150Providing and lowering laying double flange sluice valve conforming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc complete.80 mm dia PN 1.0 |
| 22 | Item No 3 )-REFLUX VALVE Providing & supplying and laying ISI mark CI D/F reflux valves (Non return Valves) of following dia including all taxes (central and local) railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto departmental stores/site unloading stacking etc complete .Reflux Valves as per I.S 5312 Part I (1984)80 mm dia PN 1.0 |
| 23 | Item No 4 ) G.I. PIPEProviding ISI G.I pipe of following class and dia including all statutary duties and taxes such as GST levied by GoI and GoM in all respect inspection charges transportation to stores etc complete as per IS-1239/2004Note :- One Couplar shall be provided with each full length of pipe cost of which is included in rates below. i. 80 mm dia GI pipe Medium Class |
| 24 | Item No- 5A ) M.S. PIPES & SPECIALS Providing & erecting ISI standard MS Pipes & Specials of required thickness with 3 coats of approved epoxy paint etc complete |
| 25 | Item No- 5 B ) M.S. FLANGED JOINTSProviding & erecting M.S. flanged joints of 100mm Dia. to flanged M.S. pipes of all classes / specials with all jointing material rubber packing, nut bolts etc. |
| 26 | Item No- 5C ) Panel BoardProviding ,errecting control panel for 3ph,415volt AC submerssible/centrifugal pump set upto 7.5 Hp consisting of DOL Starter having relay range 9-14 AMP,S.P.P,Combined ammeter/voltmeter,phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection Control Panel Should offer single phase reversal ,phase imbalance etc |
| 27 | Item No-6 B ) Direct - On - Line Starter ( Assembled )Supplying & erecting assembleed DOL Starter to operate Squirrel cage induction Motor working on 380-440 Volts, 3 phasde, 50 Hz with no volt coil, over load element, & ON - OFF push buttons, with necessary material & connected to supply, etc complete. Starter with original sheet steel encloser. upto 7.50 HP |
| 28 | Item No-6 C ) Capacitor BankSupplying & erecting bank of all Polypropylene capacitors with the standard capacities of 1,2,3,5,7,12.5,15,20 and 25 KVAR units of power factor correction for operation on 3 phase 50 Hz 400 V +/- 10 % with externally discharging resistances, earthing terminals and built on angle iron or channel iron frame work and provided with terminal cover box complete erected and tested. |
| 29 | Item No:- 7) CABLE1) 3 core PVC insulated PVC sheathed copper conductor flat submersible cable Supplying and erecting flat flexible submersible cable with copper conductor PVC insulated and PVC sheathed.3 core 4 sq mm2) Aluminium conductor 4 core XLPE/ PVC insulated and armoured cable. |
| 30 | Supplying and erecting XLPE/ PVC insulated and armoured cable. 1100 V grade with ISI mark Four core solid/standard aluminium conductor with 6 mm thick 25 mm width M.S spacer with G.I earth wire 6 sq mm complete erected on all / on pole with 25X3 mm M.S clamps or in provided trench in an approved manner.4 core 10 sq mm |
| 31 | Item No-8) EARTHINGProviding earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification No. EA-EP |
| 32 | Estimate No.3 - Raising line Excavation for foundation/pipe trenches in earth, soils, of all types ,sand, gravel, and soft murum, including removing the excavated material up to a distance of 50 m and lift as below stacking and spreading. as directed ,normal dewatering, preparing the bed for foundation and Excluding back filling etc.complete |
| 33 | Excavation for foundation/pipe trenches in Hard Murum including removing the excavated material up to a distance of 50 m and lifts as below ,stacking and spreading as directed by Engineer-In-Charge, normal dewatering ,preparing the bed for foundation and excluding back filling, etc.complete. |
| 34 | Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt road including removing the excavated material up to a lead of 50 m beyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. Complete [DSR 2023-24/42/5] |
| 35 | Filling in Plinth and floor murum bedding in Trenches with approved murum for excavated material from foundation 15 cm to 20 cm Layer including watering ,ramming and compaction etc complete. |
| 36 | Providing and supplying instandard lengths Polyethelene Pipes, confirming to IS4984/14151 / 12786 / 13488 with nesessary jointing material like mechanica lconnector i.e.thread/ insert joint/ quick releasecoupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspectioncharges, loading / unloadingcharges, conveyancetothedepartmental stores&stackingthesame in closedshadeduly protecting from sunrays&rains, excludingGST leviedbyGI & GOMinallrespectetc.complete |
| 37 | Item no 9-Providing double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete. PN1.0 without bypass sysytem |
| 38 | sluice valve 100mm |
| 39 | non return valve |
| 40 | Refilling the trenches with available excavated Stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads and lift including consolidation ,surcharging ,etc.complete |
| 41 | Estimate No.4- Bore Well Excavation for 150mm dia. Bore well. |
| 42 | Providing and fixing of casing pipe. (180mm dia. P.V.C. Pipe 6 kg/cm2) |
| 43 | Providing and fixing bore cap ( 180mm dia. ) |
| 44 | Flushing and cleaning the bore |
| 45 | Submersible Pump 150mmdia (withBronze / Stainlesssteel (CF8M) Impeller) upto8stages |
| 46 | H.D.P.E.Pipes shall be as per latest IS Specifications Also HDPE pipes upto 63 mm Dia shall be incoil form |
| 47 | Supplying & erecting flat flexible 3 core 2.5 sq.mm PVC sheathed submersibletype copper cable suitably clamped at fixed intervals with column pipe assemblycomplete. |
| 48 | Sub Estimate- Resoration of Junctions, Tree Planitation & Paver BlockConstruction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401-- Plant Mix Method and Grading - III Material |
| 49 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. |
| 50 | Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 Kilogram/Square Metre using mechanical means. |
| 51 | DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-40 bulk bitumen rates are considered to arrive at rates) incliding VG-10 Tack coat- 0.30 kg/sqm |
| 52 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 2, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 30-40 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-40 bulk bitumen rates are considered to arrive at rates), incliding VG-10 Tack coat- 0.30 kg/sqm |
| 53 | Supplying hard murum/ kankar at the road site, including conveying and stacking & spreading & compacting etc complete. |
| 54 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. |
| 55 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 56 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 900 mm made out of 2 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. |
| 57 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of 900mm dia made out of 2.00 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. |
| 58 | Planting of Trees and their Maintenance for one Year . Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year. Etc. complete. As directed by Engineer in charge. |
| 59 | Tree Guard with MS Angle Iron and Steel Wire . Providing and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together. Etc. complete. As directed by Engineer in charge. |
| 60 | Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete. |
| 61 | Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-50 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. |
| 62 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1200mm diameter in proper line, level and slope etc. complete., PWD SSR 2022-23 Item No. 11.18 |
| 63 | Sub Estimate No.- HighmastSupplying and erecting 20 m (clear height) motorized high-mast (Top-150mm, Bottom-410 mm) hot dipped galvanized material with average minimum thickness 65 micron, made from high tensile structure grade steel as per BSEN-10025 S355/E350 & 3+3 mm thickness, with base plate 25 mm thick x OD 570 mm grade as per IS-2062, pole made in single section & submerge arc welded, with lowering & raising motorized unit, wire rope stainless steel 316 grade 2 nos., 7x19 construction 6 mm, SG-DG U clamps, double drum winch assembly 500 kg, 5x2.5sq.mm flexible copper cable with lantern carriage assembly suitable for max. 16 nos. luminaires and its control gear box, lightning arrestor, arrangement for fixing aviation light, high-mast with serial number, factory inspection report/testreport of high-mast should be provided as per specifications on provided foundation J type stud/bolts with necessary accessories complete specification no.OH-PL/HM (excluding luminaries) |
| 64 | Making M- 20 cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq. m at 2 m depth including excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 20 m raising lowering high mast) |
| 65 | Supplying and erecting outdoor stand mounted feeder pillar for high-mast of the same manufacturer with 63A TPN MCB incomer, 24hr astronomical time switch with minimum 5 Years battery backup, , IP 54 and IK10 protection, 45 A TP contactor for automatic switching of luminaires, 2 no 9A contactors andraise/lower push button, and provision for termination of adequate size of incoming and outgoing cables complete erected in min. 14 SWG CRCA sheet box powder coated with supporting angles, self lock, gasket and slanting top erected on CC foundation complete. |
| 66 | Supplying and erecting integrated LED flood light fitting Max. 155W IP65 & IK07 class having pressure die-cast aluminium housing, having system lumens output of Min. 18600 Lumens, min. efficacy of 120 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-270V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L70B50, including driver with U shaped bracket with 3 Years warranty as per specification No FG-ODF/FLS2. |
| 67 | Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 25 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL |
| 68 | Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP |
| 69 | Bus shelterProviding and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 70 | Providing and laying chequered tiles of approved quality of company RAK / Kajaria / Nitco / Asian or equivalent make of size 30 cm x 30 cm for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing complete. Spec. No.: Bd. M-12 40 mm thick precast Cement Concrete chequered tiles for footpath |
| 71 | Providing & fixing seating Bench Fabricated from MS Square tubes of Size 50 mm x 25 mm x 14 Gauge of 1.52 Metre length and Fixed on Pair of Decorative cast iron foot rest having weight approximately 46 Kgs which are fixed in CC 1:2:4 of section 750 mm x 450 mm x 300 mm nad overall size of bench is 1520 x 750 x 750 mm having total weight approximatly 90 Kgs / No including painting with 3 coates of oil paint as diercted by Engineer in charge including all taxes, Octroi etc complete. Spec. No.: As directed by Engineer in charge. |
| 72 | Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. No. : As directed by Engineer in charge. |
| 73 | Providing and fixing of colour coated Zinc aluminium ( R ) AZ150 ( min 150 gms/sq.mt. total on each side ) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal hickness ( BMT ) (0.5 mm TCT ),Histrength steel with min.550 MPa yield strength, metallic hot dip coated with AluminiumZinc alloy (55% aluminiumm 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super urable polyster paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 9501050 mm effective cover width and nominal 2530 mm deep ribs with subtle square fluting in the five pan at nominal 180250mm centertocenter. The end rib shall be designed for anticapacity groove. & return leg. The feed material should have coil manufacturers product details marked a regular interval. including fasteners with min. fastened with min. 25 um ZincTin alloy coated, Hex head, selfdrilling screw etc. complete. (weight of profile 4.52 kg/sqm) 601 mm to 900 mm girth (Surface Width). |
| 74 | Providing and fixing in position Guard Railing as per Drg. No. 15 Type C dt. 20-4-79, with 3 rows of 50 mm dia. G.I. pipe 30 cm a part and fixed in M.S. channels of section 125 x 65 x 6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45x30 cm. as per detailed drawing, with 3 coats of approved yellow and black paint including necessary excavation in any strata. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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