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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC | ₹2.9 Cr | L1 | Accepted-AOC ACCEPTED AT BID VALUE |
| 2 | L2₹2.9 Cr+₹1.2 L (0.42%)Rejected-Finance C108 BAJAJ STEEL INDUSTRIES LIMITED MIDC INDUSTRIAL AREA HINGNA NAGPUR NAGPUR MAHARASHTRA 440028 | 440028 | ₹2.9 Cr+₹1.2 L (0.42%) | L2 | Rejected-Finance Rejected due to accepted L1 |
| 3 | L3₹3.0 Cr+₹10.7 L (3.71%)Rejected-Finance NAGPUR | NAGPUR | NAGPUR | MAHARASHTRA | ₹3.0 Cr+₹10.7 L (3.71%) | L3 | Rejected-Finance Rejected due to accepted L1 |
Tender Value
₹3.0 Cr
EMD Value
₹1.5 L
Closing Date
16 Jun 2023, 5:00 pmClosed
Chairman and Managing Director
MSWC, GULTEKADI, MARKET YARD, PUNE-37
Construction of 1/3000 MT capacity Pre-Engineered warehouse with ancillary works at Chinora Tal, Warora, Dist. Chandrapur for Kanchani Farmer Producer Co. Ltd. SMART Project, A Govt. of Maharashtra, World Bank Assisted Project.
2023_CMTDM_898156_1
SMART/PIU-MSWC/WORKS/53/22-23
Open Tender
Civil Works
Item Rate
330 days
Chinora Tal, Warora, Dist. Chandrapur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,360
₹1.5 L
MSWC, GULTEKADI, MARKET YARD, PUNE-37
30 Nov 2023
28 Apr 2023
19 Jun 2023
28 Apr 2023
16 Jun 2023
28 Apr 2023
15 May 2023
Amount
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area.
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to adistance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical
Excavation for foundation in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material up to distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m)
Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift up to 1.50 m) By Mechanical Means
Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift 1.50 to 3.00 m) By Mechanical Means
Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5m.) By Mechanical Means
Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. omplete. (Lift 1.50 to 3.00 m) By Mechanical Means
Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift up to 1.5m ) By Mechanical Means
Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.00 m.) By Mechanical Means
Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means
Excavation for foundation in Hard-rock by blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including ewatering and back filling with available earth/murum watering, ramming etc. complete. (Lift from 1.5m To 3.0 m) By Mechanical Means
Excavation in plinth in earth soil of all types of sand or gravel or soft murum including dressing section to the required grade, cambers & side slope & conveying the excavated materials with lead of 50 M and spreading for embakment or stacking etc complete
Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32 mm diameter up to 0.75 mtrs depth,placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete.
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. (Crushed sand VSI Grade / Natural sand)
Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork,laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade / Natural sand)
Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in plinth external walls including bailing out water manually, striking joints on unexposed faces, raking out joints on exposed faces and watering etc. Complete. ( NATURAL/VSI CRUSH SAND)
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.
Providing and laying in situ /Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade / Natural sand)
Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Crushed sand VSI Grade / Natural sand)
Providing and laying Cast in situ/Ready Mix 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 steel centering, formwork, cover blocks, laying/pumping, compaction and 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade / Natural sand)
Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compacting 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade / Natural sand)
Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying / pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade / Natural sand)
Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete (VSI GRADE CRUSH SAND/Natural Sand)
Providing and laying Cast in situ/Ready Mix cement concrete in M15 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade / Natural sand)
Providing internal cement plaster 20 mm thick in Single coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. (NATURAL SAND)
Providing internal cement plaster 20 mm thick in Single coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. (Crushed sand VSI Grade)
Providing cement plaster 20mm thick in C.M. 1:4 inside to the W.H. bldg. with neeru & smooth finish to concrete or brick surface in all positions including scaffolding curing etc. complete as directed (Natural Sand)
Providing cement plaster 20mm thick in C.M. 1:4 inside to the W.H. bldg. with neeru & smooth finish to concrete or brick surface in all positions including scaffolding curing etc. complete as directed (Crushed sand VSI Grade)
Providing cement plaster 20mm thick in C.M. 1:4 outside to the W.H. bldg. With CEMENT smooth finish to concrete or brick surface in all positions including scaffolding curing etc. complete as directed (Natural Sand)
Providing cement plaster 20mm thick in C.M. 1:4 outside to the W.H. bldg. With smooth cement finish to concrete or brick surface in all positions including scaffolding curing etc. complete as directed (Crushed sand VSI Grade)
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. (including the primer coat.) etc. complete.
Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and of approved colour to the plastered surfaces including cleaning, preparing the plaster surface, applying primer coat, scaffolding if necessary, and watering the surface for two days etc complete.
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, moulding edges, polishing and cleaning etc. complete.
Providing & applying oil painting in two coats of approved colour & shade to flooring for marking stacklines including preparing the surfaces & primer coat etc. complete. (Bd.0 7/406)
Providing & applying oil painting name of organization/company with three coat with background of approved colour & shade including scaffolding etc complete. (Bd.0 7/406)
Providing and fixing in position aluminium openable ventilators as per detailed drawing and as directed by Engineer in charge with all necessary alluminium sections with powder coating including necessary fixtures and fastening with 5 mm thick float glass etc. complete. ( Note While arriving at the rate of item of item weight at 6.90 kg/Sqm is considered for only alummium ventilators ) and with G.I. wiremesh of 18 Gauge, 6 mm square mesh fixed to outside the frame of ventilator and grill of 12 mm sq. bars in vertical directions at 10 cms c/c fixed to outside surface of the frame and approved quality and type fixtures, fittings including red oxide & oil painting three coats. As per detailed drawing and as directed.
Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides (four nos), deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices with one coat of red lead primer and two coats of oil paints of approved deep orange shade and locking arrangement with central lock etc. complete. As directed by Engineer in charge.
Providing & fixing grilled steel rolling shutter fabricated from M.S. rod of 8 mm dia. grill with side guides prepared out of 3.00 mm thick M.S. Plate & Provided with holdfast 25 x 6 mm @ 1.00 m C/C throughout the height on both sides , bottom rails & Strips 3.00 mm thick M.S. Plate with M.S. Angle 35x35x6 mm, bracket rail & strip with 10.00 mm sq. bar suspension shaft 32.00 mm dia. best quality , rolling springs High tensile tested steel ( coiled spring) 45 cm length 2 nos., M.S. laths of 7.6 cm wide prepared out of best quality 22 guage locking arrangements with not less than 6 mm thick strip as per specifications, housing box prepared out of 20 G sheets at the top, (four nos) handles prepared out of 6 mm thick flats, with one coat primer and applying two coats of oil paint of approved colour & shade of deep orange shade etc. complete
Filling in plinth with approved excavated stuff obtained from departmental land including watering, compacting etc. complete as directed. (Bd. A.10/262)
Providing Hard Murum cohesive non-swelling materials in plinth in layers of 20 cms etc. complete as directed. [ Only compacted thickness is payable ][Rd.23/202 & Rd.28/205].
Construction 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 - I Material.
Providing and laying in situ Tremix Cement Concrete M -20, with fine aggregate, with Tremix treatment for 150 mm thickness for flooring with groove cutting of 4 mm wide and 20 mm deep at every 4.00 m c/c both sides with necessary refilling with bitumen, etc. complete as directed by Engineer Incharge. With fine aggregate ( Crushed sand VSI Grade finely washed / Natural Sand)
Providing and casting in situ / ready mix PCC M15 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing etc. complete. ( Crushed sand VSI Grade finely washed / Natural Sand)
Providing & fixing M.S. angle 50 x 50 x 6 mm with holdfasts at doorsills including fixing in bed concrete and then applying three coats of oil paint etc. complete [Bd.C.2/275]
Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and
Providing and fixing lightening conductor system comprising of erecting Air-Termination consisting of tubular copper rod of 25mm dia. 1.2 mm thick with multiple points head 1.2 mt. long ( Heavy Duty) welded or clam ped to G.I. pipe pole B grade 50 mm dia of required length with M.S. round base plate 25 Cm diam and 10mm thick at bottom embeded in cement concrete 1:3:6 foundation of size 45 cm diam x 45 cm Height and providing earthing with copper earth plate of size 60 x 60 x 0.3 cms with cadmium plated nut bolts to fix earthing strip burried in specially prepared earth pits 1.5 metre below ground level with 40 kg charcoal and salt with alternate layers of charcoal and salt and G.I. pipe 40mm dia 2 meter length burried in earth upto earthling plate remining portion above ground level for watering and refilling concrete Note- Copper strip from lightening conductor is considered in this item.
Providing and fixing Marble plate engraving 10 cm. height letter, figures including painting the letters/figures with approved colour and shade complete
Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed.
Conveying materials obtained from road cutting including all lifts, for a lead of upto 5km. from the site of excavation to the site of deposition as directed.
Providing pre-constructional anti-termite treatment as per I.S. 6313 (Part-II) by treating the top surface of plinth filling at the rate of 5 litres of emulsion concentrate at 1.0 percent of clorophyriphos per square metre of surface area covering ten years guarantee on bond paper.
Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade / Natural sand)
Providing and fixing colour coated Zincalume ( 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 Thickness ( BMT ) (0.5 mm TCT ), Hi-strength steel with min.550 MPa yield strength, metallic hot dip coated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND ( R ) steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have a total coating thickness of nominal 35 um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five pan at nominal 180-250 mm center-to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hex head, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/Square Metre)
Providing and fixing in position G.I. wire mesh of 18 Gauge, 6 mm square mesh sand witched between frame of 19 mm X 3 mm thick M.S. flat and welded from inside for higher level ventilators (V 2) including painting with initial coat of red oxide & oil painting two coat etc complete as directed by Engineer in charge.
Providing, fabricating and erecting in position Pre Engineered Steel Building having clear height of 5.60 metres from plinth level to eaves level as per approved drawing and design including fabrication of primary and secondary members, painting with approved colour and Smoke gray (G-6134) shade, supply and erection of steel members, providing and fixing factory roll formed KLIP LOK 700 colour coated 0.5 mm TCT zincalume AZ 150 profiled sheets pasted with 8 mm thick bubble insulation sheet for roofing , providing and fixing zincalume colour coated 0.5 mm TCT profiled sheets for wall panels above 3.00 m from plinth level, providing and fixing canopy of same PEB materials for cladding below the eaves level at 3.50 m height and of 2.00 m width over the entire length of platforms between two columns, V-2 ventilators/louvers of size 1.00 X 0.60 m to be fixed at height of 4.30 m above plinth level as per drawing including providing & fixing canopy 0.20 m wide over V-2 ventilators to prevent rain water entry, Gutters at eaves level for long walls along with rain water down take pipes made from plain AZ 150 precoated zincalume sheets, supplying & fixing caged steel standard ladder shop fabricated from hot rolled angles, channels etc. complete as directed by Engineer in charge.
Supply & Fixing of turbo ventilator with 24" (inch) Dia. size throat, having base ring & top plate in stainless steel of 0.8 mm thick, rotated using twin bearings of SKF - 600122 & 600322 permanently lubricated & sealed, fixed in Polycarbonate base sheet of 2mm thk. of required width & length to maintain minimum 150 mm overlap at both ends.
Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.
Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts up to a lead of 50m.and spreading for embankment or stacking as directed.
Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts up to a lead of 50m. and spreading or stacking as directed.
Supplying hard murum/ kankar at the road site, including conveying and stacking complete
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
Construction 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 - I Material
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.
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate VSI grade finely washed crushed sand / Natural sand conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-incharge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete (VSI grade finely washed crushed sand / Natural sand )
Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete.
Providing and laying in-situ M35 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. in ( VSI grade finely washed crushed sand / Natural sand )
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.
Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (VSI grade finely washed crushed sand / Natural sand )
Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap / granite/ quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering, formwork, cover blocks, laying/ pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (VSI grade finely washed crushed sand / Natural sand )
Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction and roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel) etc complete. With (VSI grade finely washed crushed sand / Natural sand )
Providing and laying Cast in situ/Ready Mix cement concrete M-35 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and 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 without SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (VSI grade finely washed crushed sand / Natural sand )
Providing internal cement plaster 20 mm thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete. And Providing fine cement finish 1.5 mm thick over green plaster surface including scaffolding curing etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)
Providing earth work in embankment with approved materials obtained from departmental land up to lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete. (Material obtained from departmental Land)
Providing earth work in embankment with approved materials obtained from other sources up to lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)
Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m to 300m. inclusive from the site of excavation to the site of deposition as directed.
Conveying the materials obtained from excavation including all lifts, laying in layers, breaking clods, dressing to the required lines, curves, grades and section for all leads & lifts from the site of excavation to the site of deposition as directed. (Rd. 18 / P. 197)
Cutting transverse contraction joints 3 to 4 mm wide and depth 60 mm in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer in-charge.
Providing to contraction joints polysuphide sealant (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealant reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (approx. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealant is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm. wide)
Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms. long spacing @ 30 cms C/C at cross side of 4.00 m interval along length and 60cms long spacing @ 30 cms along length side wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.
Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/ quartzite/ gneiss metal for steps including 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 without SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate ( VSI grade finely washed crushed sand / Natural sand )
Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:5 in basements including scaffolding, bailing out water manually, racking out joints when plastering is to be done striking joints where no pointing or plastering is to be done and watering etc. complete.
Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 6 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU
Making trench in soft soil having 0.75 m depth and minimum 0.3 m width for laying provided cables up to voltage level of 1.1kV complete As per specification No. CW-EXN-CTR
Supplying & erecting mains PVC un-armoured cable 1100Volt grade ISI mark 3 core / 2.5 sq.mm stranded / solid copper complete erected on wall with duly painted G. I. Saddle @ 0.25 m C/C & rigidly grouted in the wall with the help of plated screws.
Supplying & erecting weatherproof powder coated distribution board 4 way with 2 x 6/10 Amp S. P. M. C. B. with industrial two pin plug socket 10 A and 3 pin plug top 10 A with top cover necessary connection etc complete with approved make.
Providing point wiring for street light with PVC unarmoured cable 1100Volt grade ISI mark 3 core 1.5 sqmm stranded / solid copper erected on wall with G. I. Saddle duly painted @ 0,25 m C/C rigidly grouted in the wall with the help of plated screw including 4” x 4” M. S. box 2 way with epoxy painting & inside 10 amp Nylon connector strip for street light connection and flexible cable of 2 mtrs. for street light connection etc. complete as directed by Engineer in charge.
Supplying and erecting LED Street light fitting suitable for 50W, with PF > 0.95 class IP 65 and above Housing of pressure die cast alluminium alloy and heat sink extruded alluminium with street light bracket complete as per specification No. FG-ODF/FLS-2.
Providing earthing with galvanized 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
Supplying & erecting and marking miniature circuit breaker of double pole 32 A in provided CRCA sheet metal distribution board with required wiring connections & lugs etc.
Supplying and erecting GI sheet 1.6 mm (16 SWG) to be used for fabrication of boxes panel boards etc. including cutting, bending, drilling, welding, riveting etc. and painting with one coat of red lead paint and 2 coats of enamel paint.
Supplying and erecting marine plywood 18/19 mm thick fixed to wall or on provided panel board with necessary materials such as screws, wall fasteners, supports, nut bolts etc. complete.
Supplying & erecting 40 mm dia. G.I. Pipe "A" grade ISI mark for enclosing armoured cable on wall or pole with clamps and upper end closed with T.W. bush & sealed with compound.
Supplying and laying (including excavation of suitable width & depth up to 90 cm) 75 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete
Supplying & erecting 18 guage M.S. Box powder coated (4"x4") 3 way for mains connection.
Supplying & erecting Siemens type brass cable glands for 3 to 4 core 6 sq. mm. /2 to 4 core 10 sq. mm. for XLPE armoured cable as per specification No. CB-GL
Supplying shockproof type hand lamp with lamp holder, bulb/ lamp 100 W guarded glass and 30 mtr. 3 core PVC flexible cord with hand shield type 3 pin 6 Amp. Plug top.
Supplying & erecting CRCA sheet metal one way enclosures suitable for DP MCB /TP MCB /FP MCB erected on angle iron/GI frame complete.
Supplying, erecting & marking Four pole isolators only switch version of miniature circuit breakers of 40 Amps. In provided distribution board.
Additional Service Charges for taking MSEB supply such as Demand note, security deposit, Meter charges etc.
Royalty Charges for Sand etc. complete.
Royalty Charges for hand broken road metal 40 mm metal & 80mm metal, Murum & Rubble etc. complete.
Cement- Fineness, Standard Consistency, Setting Time (Initial & Final), Compressive strength, Soundness
Concrete M-35 grade- Mix Design with all tests on basic materials
Concrete M-35 grade-Concrete cube compressive strength (Set of 3 Cubes)
Concrete M-25 grade- Mix Design with all tests on basic materials
Concrete M-25 grade-Concrete cube compressive strength (Set of 3 Cubes)
Concrete M-20 grade- Concrete cube compressive strength(Set of 3 Cubes)
Crushed metal for concrete- Water absorption, Specific gravity, Impact value, Crushing value
Crushed metal for concrete- Gradation
Crushed metal for concrete- Combined Flakiness & Elongation of single metal
Crushed metal for concrete- Soundness
Bricks- Water Absorption (Set of 5 Bricks), Compressive Strength ( Set of 5 Bricks), Efflorescence (Set of 5 Bricks)
TMT steel bars-Tensile strength ,Yield stress, ultimate tensile stress, %elongation, weight per running meter, Bend/Rebend test.(Set of 3 Bars)
Sand- Fineness Modulus, silt & clay content
Murum in plinth- Plasticity Index
Murum in plinth -Compaction Test (Proctor Density).
Murum in plinth -Sieve Analysis.
Earthwork For embankment (H.M/S.M.)- Gradation
Earthwork For embankment (H.M/S.M.)- Plasticity Index
Earthwork For embankment (H.M/S.M.)- Compaction Test (Proctor Density).
Earthwork For embankment (H.M/S.M.)- C.B.R. Test (Lab) With compaction test.
Earthwork For embankment (H.M/S.M.)- C.B.R. Test (Field Determination Test) Excluding Transportation. As per IS 2720 Part XXXI
G.S.B.-Job Mix
G.S.B.-Gradation
G.S.B.-Atterberg limits
G.S.B.- Moisture content prior to compaction, Density of Compacted layer
G.S.B.- G.S.B.- Flakiness Index & Elongation Index.
G.S.B.- C.B.R. Test (Field Determination Test) Excluding Transportation. As per IS 2720 Part XXXI
G.S.B.- C.B.R. Test ( Lab ) With compaction test
G.S.B.- Compaction Test ( Proctor Density )
WMM-Job Mix
WMM-Grading of Aggregate.
WMM-Combined flakiness And Elongation Indices.
WMM-Atterberg limits of portion of passing 425 Micron sieve.
WMM-Compaction Test (Proctor Density ).
WMM-C.B.R. Test (Field Determination Test) Excluding
WMM-C.B.R. Test (Lab) With compaction test
Crushed Sand- Sieve analysis
Crushed Sand- Specific gravity
Crushed Sand- Water absorption
Crushed Sand- Bulk density
Crushed Sand- Alkali aggregate reaction
Crushed Sand- Soundness
Crushed Sand- Deleterious material
Crushed Sand- Organic impurities
Crushed Sand- Micro fine contents
Crushed Sand- Test for silt &clay
Crushed Sand- Fineness modulus test
Management Strategies and Implementation plan (MSIP) to manage the Environmental, social, health and Safety (ESHS) risks and ESHS code of Conduct
BAJAJ STEEL INDUSTRIES LIMITED
Preeti Builders Nagpur
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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