Construction Of 16 Units Multistoried Rcc Building Under Rhs Construction Of 16 Units Multistoried Rcc Building UnderRhs Gr-Iv Govt . Employee For The Year 2020-21 Under Sopd-G At Nalbari InNalbari District
Tender Value
1.53 Crore
Estimated cost
Bid Submission
21 Aug 2020
0 days left
EMD
3.07 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nalbari → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 16 Units Multistoried Rcc Building Under Rhs Construction Of 16 Units Multistoried Rcc Building UnderRhs Gr-Iv Govt . Employee For The Year 2020-21 Under Sopd-G At Nalbari InNalbari District
BOQ
| Name of Work: Construction of 16 units Multistoried RCC Building under RHS Gr-IV Govt. Employee for the year 2020-21 under SOPD-G at Nalbari in Nalbari District | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Civil Works | ItemL 1 | ||
| 2 | 2 | Providing cast in-situ manually driven reinforced cement concrete piles of using required grade of cement concrete of required bore-diameter, bulb diameter, lengths and with reinforcement as per specifications and drawings. Reinforcement to be measured and paid seperately as per item no. 21.4.1 | ItemL 2 | ||
| 3 | 3 | C) UNIFORM PILE | ItemL 3 | ||
| 4 | 4 | d) Pile Dia 400 mm | ItemL 4 | ||
| 5 | 5 | i) Upto 10 M | ItemL 5 | 900 | Rm |
| 6 | 6 | REINFORCEMENT | ItemL 6 | ||
| 7 | 7 | Supplying, fitting and fixing in position reinforcement bars conforming to relevent IS code, for reinforced cement concrete works in piles including straightening, cleaning, cutting and bending to proper shapes and length as per specifications and drawings. The rings should be welded with vertical reinforcements as per specified IS codes of practice. (Inclusive of lap length, hook, chair, bend, anchor...etc) | ItemL 7 | ||
| 8 | 8 | (A) TMT bar made of Primary producer (From Primary producer) | ItemL 8 | 116 | Qtl |
| 9 | 9 | Extra for using admixture & plasticiser | ItemL 9 | ||
| 10 | 10 | (a) RCC grade M20 | ItemL 10 | ||
| 11 | 11 | iv) Pile Dia 400 mm | ItemL 11 | 900 | Rm |
| 12 | 12 | Demolishing R.C.C./ P.C.C. pile head of different diameters carefully without disturbing the remaining portion of the pile including opening out of the pile head to be demolished by excavating the earth upto required depth and clearing the debris as directed. | ItemL 12 | 9.42 | Cum |
| 13 | 13 | Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. | ItemL 13 | ||
| 14 | 14 | (a).Brick on flat soling. | ItemL 14 | 242.54 | Sqm |
| 15 | 15 | Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). | ItemL 15 | ||
| 16 | 16 | (a) In prop 1cement: 3 sand :6 coarse aggregate by volume | ItemL 16 | 19.99 | Cum |
| 17 | 17 | REINFORCEMENT | ItemL 17 | ||
| 18 | 18 | Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete.\n(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) | ItemL 18 | ||
| 19 | 19 | a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL | ItemL 19 | ||
| 20 | 20 | (i) TMT Corrosion resistant steel (CRS) reiforcement bar | ItemL 20 | 448.79 | Qtl |
| 21 | 21 | Extra over item 18.1.1(a,b,c) for each subsequent floor or part thereof above first floor level. | ItemL 21 | 293.15 | Qtl |
| 22 | 22 | REINFORCED CEMENT CONCRETE WORKS | ItemL 22 | ||
| 23 | 23 | Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) | ItemL 23 | ||
| 24 | 24 | (I) Using Mixer Machine | ItemL 24 | ||
| 25 | 25 | (A) In substructure up to plinth level | ItemL 25 | ||
| 26 | 26 | Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. | ItemL 26 | ||
| 27 | 27 | b) M20 grade concrete or Prop. 1:1.5:3 | ItemL 27 | 91 | Cum |
| 28 | 28 | (B) In super structure from plinth level up to 1st floor level. | ItemL 28 | ||
| 29 | 29 | N) Without using admixture, plasticiser | ItemL 29 | ||
| 30 | 30 | b) M20 grade concrete or Prop. 1:1.5:3 | ItemL 30 | 162.15 | Cum |
| 31 | 31 | Extra over item Nos. 2.2.1 (I) (B), above for each subsequent floor or part thereof above the 1st floor level. | ItemL 31 | 120 | Cum |
| 32 | 32 | TIMBER SHUTTERING (FORMWORK) | ItemL 32 | ||
| 33 | 33 | Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: | ItemL 33 | ||
| 34 | 34 | Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. | ItemL 34 | ||
| 35 | 35 | (a) Using 38mm thick plank | ItemL 35 | 131 | Sqm |
| 36 | 36 | Sides of tie beams, grade beams etc. at or below ground level. | ItemL 36 | ||
| 37 | 37 | (a) Using 38mm thick plank | ItemL 37 | 29 | Sqm |
| 38 | 38 | Columns, Pillars, Posts & Strut | ItemL 38 | ||
| 39 | 39 | (a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face | ItemL 39 | ||
| 40 | 40 | (i) Using 38mm thick plank | ItemL 40 | 548 | Sqm |
| 41 | 41 | Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). | ItemL 41 | 387 | Sqm |
| 42 | 42 | Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. | ItemL 42 | ||
| 43 | 43 | (a) For depth not exceeding 1.0M. | ItemL 43 | ||
| 44 | 44 | (i) Using 38mm thick plank | ItemL 44 | 576.34 | Sqm |
| 45 | 45 | Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). | ItemL 45 | 432.63 | Sqm |
| 46 | 46 | Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like. | ItemL 46 | ||
| 47 | 47 | (a) Floors etc. upto 200mm in thickness. | ItemL 47 | ||
| 48 | 48 | (i) Using 38mm thick plank | ItemL 48 | 403 | Sqm |
| 49 | 49 | Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). | ItemL 49 | 302.25 | Sqm |
| 50 | 50 | Staircase with sloping or stepped soffits including risers and stringers but excluding Landing. (Using 38mm thick plank) | ItemL 50 | 39.32 | Sqm |
| 51 | 51 | Extra for each subsequent floor or part thereof above the First Floor level as mentioned in item no. 3.1.1 & 3.1.3(b). | ItemL 51 | 30.08 | Sqm |
| 52 | 52 | 230mm thick brick wall in cement morter with 1st class brick including racking out joints and curing complete as directed in structure | ItemL 52 | ||
| 53 | 53 | (I) In Sub-structure upto plinth level including dewatering if necessary | ItemL 53 | ||
| 54 | 54 | (b). In proportion 1:4. | ItemL 54 | 83 | Sqm |
| 55 | 55 | 1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paid separately) | ItemL 55 | ||
| 56 | 56 | (A) 112mm thick brick wall | ItemL 56 | ||
| 57 | 57 | (a) In cement mortar in proportion 1:4. \n(1 cement:4 sand) | ItemL 57 | 1073 | Sqm |
| 58 | 58 | Providing and laying 25mm thick damp proof course with cement concrete in prop 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing etc. complete as directed. | ItemL 58 | 23.08 | Sqm |
| 59 | 59 | WINDOWS / VENTILATORS | ItemL 59 | ||
| 60 | 60 | Providing, fitting and fixing steel windows/ ventilators (openable) of standard rolled steel sections as per relevant I.S. Code-1038 joints mitred and welded with 15mmx3mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device and steel handles, peg stays of 300mm long etc. complete as per drawing including applying a priming coat of red-lead paint. | ItemL 60 | 88.22 | Sq.m. |
| 61 | 61 | Providing, fitting and fixing steel windows/ ventilators (fixed) of standard rolled steel sections as per relevant I.S. Code, joints mitred and welded with 15mmx3mmx100mm lugs embedded in cement concrete block of M-10 grade including applying a coat of red-lead primer. | ItemL 61 | 3.24 | Sq.m. |
| 62 | 62 | Providing and fixing clear sheet glass beded in putty and fixed with/without wooden bidding including necessary cutting and glass to be required sized(payment for wooden bead shall be made separately) | ItemL 62 | ||
| 63 | 63 | (2). Area of glass panes exceeding 0.15m2 but not exceeding 0.52m2. | ItemL 63 | ||
| 64 | 64 | (b). 4.00mm thick. | ItemL 64 | 30 | Sqm |
| 65 | 65 | CHOWKATHS | ItemL 65 | ||
| 66 | 66 | Providing wood work in frame (chowkaths) of doors, windows, clerestory windows and other similar works wrought, framed and fixed in position in contact with C.C or brick masonry wall including supplying, fitting and fixing with M.S. hold fast (40mmx3mmx250mm) as per design embeded in cement concrete block in proportion 1:2:4 and with two coats of kiricide oiling to the timber faces in contact with C.C and masonry as directed and specified. | ItemL 66 | ||
| 67 | 67 | (b) With 1st class timber (Bonsum/ Sundi) | ItemL 67 | 4.08 | Cum |
| 68 | 68 | DOORS / WINDOWS / VENTILATORS / CLERESTORY WINDOWS | ItemL 68 | ||
| 69 | 69 | Providing fitting and fixing 1/3 panelled 2/3 glazed wooden shutters for doors/windows including oxidised iron butt hinges (100mm x75 mm x3.55 mm) with necessay screws including glass panes (other fittings to be measured and paid separately) | ItemL 69 | ||
| 70 | 70 | A) With Teak wood / Sissu wood. | ItemL 70 | ||
| 71 | 71 | (i) 40 mm thick. | ItemL 71 | 147 | Sq.m. |
| 72 | 72 | PLASTERING | ItemL 72 | ||
| 73 | 73 | CEMENT PLASTERING | ItemL 73 | ||
| 74 | 74 | 15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. | ItemL 74 | ||
| 75 | 75 | A) On rough side | ItemL 75 | ||
| 76 | 76 | c) In cement mortar 1:5 | ItemL 76 | 697 | Sqm |
| 77 | 77 | B) On fair side | ItemL 77 | ||
| 78 | 78 | b) In cement mortar 1:4 | ItemL 78 | 1728 | Sqm |
| 79 | 79 | Extra over item no 6.2.1 to 6.2.3 for providing and mixing water proofing materials in cement mortar in prop as recommended by the manufacturer including curing complete as directed. | ItemL 79 | ||
| 80 | 80 | ii) 15 mm thick plaster | ItemL 80 | ||
| 81 | 81 | c) In cement mortar 1:5 | ItemL 81 | 697 | Sqm |
| 82 | 82 | Extra over item no 6.2.1 to 6.2.3 for plastering on celling and soffits of stairs up to 1st floor level (instead of plastering on walls) including curing complete as directed. | ItemL 82 | 524 | Sqm |
| 83 | 83 | Extra over item no 6.2.1to 6.2.3 for interior plastering above 1st floor level for every addl floor or part thereof including curing complete as directed. | ItemL 83 | ||
| 84 | 84 | b) On two coat plaster | ItemL 84 | 1296 | Sqm |
| 85 | 85 | Extra over item no 6.2.1 to 6.2.3 for exterior plastering over wall up to a height of 1st floor level above ground level including curing complete as directed. | ItemL 85 | ||
| 86 | 86 | b) On two coat plaster | ItemL 86 | 523 | Sqm |
| 87 | 87 | Providing plinth protection with bricks flat laid in cement mortar 1: 4 and finished with 15mm thick cement plaster in prop. 1:2 with a floating coat of neat cement finish. | ItemL 87 | 43.05 | Sqm |
| 88 | 88 | Providing drain with cement concrete (1:3:6) 10cm thick sides 10cm thick bed over brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified. | ItemL 88 | ||
| 89 | 89 | ii). 300mm wide and average 250mm deep with bed slope 1 in 150 with initial depth of 100mm. | ItemL 89 | 78 | Rm |
| 90 | 90 | CEMENT CONCRETE FLOORING | ItemL 90 | ||
| 91 | 91 | Cement concrete works in topping 1:1:2 (1cement :1sand :2 graded aggregates on R.C.C floor, tread and rise of steps finished with a floating coat of neat cement using cement slurry for bond @ 2.75 kg.of cement per sq. m. of floor to be laid in panels including curing complete as directed. | ItemL 91 | ||
| 92 | 92 | (b) 20 mm thick | ItemL 92 | 365.04 | Sq.m |
| 93 | 93 | ROOF TREATMENT | ItemL 93 | ||
| 94 | 94 | Grading roof for water proofing treatment with \n | ItemL 94 | ||
| 95 | 95 | (a) Cement concrete 1:2:4 (cement: 2 coarse sand: 4 graded stone agg. 20 mm nominal size) | ItemL 95 | 2.875 | cu.m. |
| 96 | 96 | Providing, fitting and fixing M.S. grill of required pattern for windows/ clerestory windows/ openingwith M.S. flats at required spacing in frame all round, squre or round M.S. bars with round headed bolts and nuts or screws. | ItemL 96 | ||
| 97 | 97 | I . Plain grill | ItemL 97 | ||
| 98 | 98 | (b) Fixed to steel frames | ItemL 98 | 520 | Kg |
| 99 | 99 | PLASTER OF PARIS & WALL PUTTY | ItemL 99 | ||
| 100 | 100 | Providing two coats of Birla White Wall Care Putty (Water Resistant White Cement based putty for concrete/ mortar walls and ceiling both internal and external) after removing all loosely adhering material from the wall surface with the help of emery stone, putty blade or wire brush and moistening the wall with sufficient quantity of clean water as specified and directed by the department. (Total thickness of two coats is maximum 1.5mm) | ItemL 100 | ||
| 101 | 101 | (i) Thickness = 1.5 mm thick | ItemL 101 | 2425 | Sqm |
| 102 | 102 | CEMENT PAINT & PRIMER | ItemL 102 | ||
| 103 | 103 | a) Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth. | ItemL 103 | 2425 | Sqm |
| 104 | 104 | WALL PAINTING | ItemL 104 | ||
| 105 | 105 | Wall painting (two coats) with Plastic emulsion paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) on new surface to give an even shade after throughly brushing the surfaces free from mortar droppings and other foreign matter and sand papered smooth. | ItemL 105 | ||
| 106 | 106 | (a).Plastic Emulsion Paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) | ItemL 106 | 2425 | Sqm |
| 107 | 107 | Finishing old/ new wall with water proofing weather coat smooth anti-fungal exterior painting of Apex brand of Asian Paints and of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats) | ItemL 107 | 697 | Sqm |
| 108 | 108 | Painting two coats (excluding priming coat) on new steel and other metal surface with alluminium paint of approved brand and manufacture(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) and brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter. | ItemL 108 | ||
| 109 | 109 | (a).Surfaces over 100mm in width or girth. | ItemL 109 | 236.16 | Sqm |
| 110 | 110 | Applying primary coat over new steel and other metal surface over 100m in width or girth after preparing the surface by throughly cleaning oil,grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper. | ItemL 110 | ||
| 111 | 111 | a). With ready mixed \"red-lead/ red oxide\" primer. | ItemL 111 | 161.168 | Sqm |
| 112 | 112 | Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint of approved brand and manufacture (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matter sand papering and stopping. | ItemL 112 | ||
| 113 | 113 | (i).Surfaces over 100mm in width or girth. | ItemL 113 | ||
| 114 | 114 | a). General purpose (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac). | ItemL 114 | 161.168 | Sqm |
| 115 | 115 | (B) Providing and application of Sonosheild HLM 5000 of BASF India Ltd, the Liquid, cold-applied elastomeric Asphalt modified Polyurethane waterproofing membrane system of 1.2mm thick having average elongation of 600% and average tensile strength of 1 MPA. The product shall conform ASTM C 836 & National standard of Canada 37.58 - M86 developed by CGSB. | ItemL 115 | 121.77 | Sqm |
| 116 | 116 | Pre construction anti - termite treatment by applying in the entire levelled area after plinth filling and before laying floor by applying the emulsion @ 5 (five) litres per square meter of the surface to be spread with light rodding so as to ensure proper absorption by the filled up earth (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete. | ItemL 116 | ||
| 117 | 117 | a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution. | ItemL 117 | 115 | Sqm |
| 118 | 118 | Supplying, fitting, fixing anodised aluminium fittings of approved make, resonably smooth, free from sharp edges and corners, flaws and other defects and with counter sunk holes for screws including necessary aluminium screws etc. complete.( anodised to bright natural matt & satin finished ) | ItemL 118 | ||
| 119 | 119 | a) Sliding door bolts | ItemL 119 | ||
| 120 | 120 | i) 300mm x 16mm | ItemL 120 | 32 | Each |
| 121 | 121 | b) Tower bolts | ItemL 121 | ||
| 122 | 122 | ii) 250mm x 12mm | ItemL 122 | 128 | Each |
| 123 | 123 | c) Door handles | ItemL 123 | ||
| 124 | 124 | iii) 150mm | ItemL 124 | 48 | Each |
| 125 | 125 | e) Butt hinge | ItemL 125 | ||
| 126 | 126 | iv) 100mm x 63mm x 3.2mm | ItemL 126 | 144 | Pair |
| 127 | 127 | EARTHWORK IN EXCAVATION | ItemL 127 | ||
| 128 | 128 | Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. | ItemL 128 | ||
| 129 | 129 | (A) Up to a depth of 2.00m below the existing ground level. | ItemL 129 | ||
| 130 | 130 | (a) In ordinary soil | ItemL 130 | 115 | Cum |
| 131 | 131 | Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. | ItemL 131 | ||
| 132 | 132 | (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading. | ItemL 132 | 70 | Cum |
| 133 | 133 | Sanitary Work Cost @8% civil cost | ItemL 133 | 1 | Work |
| 134 | 134 | Water Supply Work Cost@5% civil cost | ItemL 134 | 1 | Work |
| 135 | 135 | Internal Electrification Cost@ 11% civil cost | ItemL 135 | 1 | Work |
| 136 | 136 | External Electrification Cost @4% civil cost | ItemL 136 | 1 | Work |
| 137 | 137 | Concealed Wiring @ 1% of Civil Cost | ItemL 137 | 1 | Work |
AI Tender Summary
Tender Timeline
Aug 04, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedAug 21, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 28, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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