Construction Of Smajmanjir Room At Kolwadi
Tender Value
4.43 Lakhs
Estimated cost
Bid Submission
12 Oct 2021
0 days left
EMD
4433
Bank guarantee accepted
Document Fee
200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
KOLWADI → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Smajmanjir Room At Kolwadi
BOQ
| Sl. No. | Item Description |
| 1 | Item No. 1: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance 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 Means |
| 2 | Item No. 2: 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 upto 1.50 m) By Mechanical Mean |
| 3 | Item No. 3: 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 WITHOUTSCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed/ Crushed Sand ) DIfference in Cost of Crush Sand : Natural Sand at 1575 - Crushed Sand at 700, i.e. 1575 - 700 = 875 + Royalty inclusice of Surcharge 144.15 = Rs 1019.15 per CuMt. etc) |
| 4 | Item No. 4: Providing and laying in situ /Ready Mix cement concrete M-20 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 WITHOUTSCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed/ Crushed Sand ) DIfference in Cost of Crush Sand : Natural Sand at 1575 - Crushed Sand at 700, i.e. 1575 - 700 = 875 + Royalty inclusice of Surcharge 144.15 = Rs 1019.15 per CuMt.etc) |
| 5 | Item No. 5: Providing and laying Cast in situ/Ready Mix cement concrete M-20 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 WITHOUTSCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed/ Crushed Sand ) DIfference in Cost of Crush Sand : Natural Sand at 1575 - Crushed Sand at 700, i.e. 1575 - 700 = 875 + Royalty inclusice of Surcharge 144.15 = Rs 1019.15 per CuMt. etc) |
| 6 | Item No. 6: Providing and laying Cast in situ/Ready Mix cement concrete M-20 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, 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 WITHOUTSCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed/ Crushed Sand ) DIfference in Cost of Crush Sand : Natural Sand at 1575 - Crushed Sand at 700, i.e. 1575 - 700 = 875 + Royalty inclusice of Surcharge 144.15 = Rs 1019.15 per CuMt. etc) |
| 7 | Item No. 7: Providing and laying Cast in situ/Ready Mix cement concrete M-20 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 WITHOUTSCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed/ Crushed Sand ) DIfference in Cost of Crush Sand : Natural Sand at 1575 - Crushed Sand at 700, i.e. 1575 - 700 = 875 + Royalty inclusice of Surcharge 144.15 = Rs 1019.15 per CuMt.etc) |
| 8 | Item No. 8: Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel 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 WITHOUTSCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed/ Crushed Sand ) DIfference in Cost of Crush Sand : Natural Sand at 1575 - Crushed Sand at 700, i.e. 1575 - 700 = 875 + Royalty inclusice of Surcharge 144.15 = Rs 1019.15 per CuMt.etc) |
| 9 | Item No. 9: 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. |
| 10 | Item No. 10: Filling in plinth and floors withapprovedexcavated material in 15cm. to 20cm. layers including watering and compacting etc. complete. |
| 11 | Item No. 11: Filling in plinth and floors with contractorsmaterial/brought from outside and approved by Engineer inchargein layers of 15cm. to 20cm.including watering and compaction etc. complete. |
| 12 | Item No. 12:-Providing trap/ granite/ quartzite/ gneiss rubble stone soling 15cm to 20 cm thick inculding hand packingcompacting etc |
| 13 | Item No. 13: 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.DIfference in Cost of Crush Sand : Natural Sand at 1575 - Crushed Sand at 700, i.e. 1575 - 700 = 875 + Royalty inclusice of Surcharge 144.15 = Rs 1019.15 per CuMt.etc) |
| 14 | Item No. 14: 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 ( DIfference in Cost of Crush Sand : Natural Sand at 1575 - Crushed Sand at 700, i.e. 1575 - 700 = 875 + Royalty inclusice of Surcharge 144.15 = Rs 1019.15 per CuMt.etc) |
| 15 | Item No. 15: Providing and fixing cold rolled steel hollow door frame 105mm x 60mm for anysizes including hold fast hinges, tie members with red oxide and gray paint etc. complete as per I.S.I. specifications and code of practice prescribed including anticorrosive treatment as directed by the engineer. |
| 16 | Item No. 16: Providing internal cement plaster 20mm thick in single coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curingetc.complete. |
| 17 | Item No. 17: Providing neeru finish to plastered surfaces in all positions including scaffolding and curing etc. complete. |
| 18 | Item No. 18: Providing internal cement plaster 20 mm 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. |
| 19 | Item No. 19: Providing and fixing solid core flush door shutter in single leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete. |
| 20 | Item No. 20: Providing and fixing steel window C.R.C. sheet as per I.S. 1513 : 1986. gauge sect. 65 x 40 x 25 mm shutter single sheet of 24 gauge single leaf joined by fusion welding at appropriate points with vertical grooves of 15 mm wide and 15 mm deep at a distance of 45 mm. The first and last rib should be 60 mm away from vertical edge of the shutter. the shutter shall be welded, with angle to from the periphery of the shutter. At the center of the frame there shall be angle welded to bifurcate the frame into segments with two leaf shutter square 12 mm square guard bars at 120 mm center with all accessories |
| 21 | Item No. 21: Providing and laying vitrified mirror /glossy finish tiles decorative type having size 590 mm to 605 mm to 605 mm of 8 to 10 mm thickness and confiriming ti is 15622-2006(group bla) of approved make shade and patteran for flooring in requried positions laid on a bed of 1:4 cement mortar inculiding neat cement float ffilling jionts curruing and clelaring etc comp. |
| 22 | Item No. 22: Providing and applying two coats of exterior acraylic emususion paints conforming i.s of approved d 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. |
| 23 | Item No. 23: Providing and applying two coats of exterior white weather shield paint 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. NOTE:For Item No. 15 to 18 prior approval of Superintending Engineer will be necessary |
| 24 | Item No. 24: Providing and fixing Road junction / Information sign board of size0.90 m x 0.60 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Mild Steel Board with Engineering Grade. |
| 25 | Item No. 25: BRICKS Water Absorption (Set of 5 Bricks), CompressiveStrength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks). |
| 26 | Item No. 26: CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes). |
| 27 | Item No. 27: MORTOR Compressive Strength.( Set of 3 Cubes) |
| 28 | Item No. 28: STEEL BAR TESTING Upto 16 mm(Set of 3 Bars) |
| 29 | Item No. 29: Royalty Charges for HARD MURUM. Rate Inclusive of surcharge of 2% (141.34 + 2.82 = 144.16, Say 144.15) |
| 30 | Item No. 30: Royalty Charges for metal Rate Inclusive of surcharge of 2% (141.34 + 2.82 = 144.16, Say 144.15) |
AI Tender Summary
Tender Timeline
Oct 06, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 13, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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