Providing Lis To Village Sandhoot Kakret , Dhandhoot , Chidi , Lagroo , Salana Sari And Other Group Of Villages In G . P . Thari And Rampuri Tehsil Distt Shimla Hp C/O Head Weir , Pump House Cum Attendant Qtr , Sump Well Cum Storage Tank 210500 L
Tender Value
61.78 Lakhs
Estimated cost
Bid Submission
11 Dec 2019
0 days left
EMD
94300
Bank guarantee accepted
Document Fee
800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shimla → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing Lis To Village Sandhoot Kakret , Dhandhoot , Chidi , Lagroo , Salana Sari And Other Group Of Villages In G . P . Thari And Rampuri Tehsil Distt Shimla Hp C / O Head Weir , Pump House Cum Attendant Qtr , Sump Well Cum Storage Tank 210500 Ltrs , Rcc Storage Tank Cum Delivery Tank 125200 Ltrs Cap , 64000 Ltrs Cap , 38100 Ltrs Cap , 25300 Ltrs Cap , Rcc Sump Cum Storage Tank , 31200 Ltrs , 9500 Ltrs , 12000 Ltrs , 39000
BOQ
| Name of work:-Prov.LIS to vill. Sandhoot Kakret, Dhandhoot, Chidi, Lagroo, Salana Sari and other group of villages in G.P.Thari and Rampuri Tehsil and Distt.Shimla.HP.(SH:-C/O head weir, pump house cum attendent qtr.Sump well cum storage tank 210500 ltrs.RCC Storage tank cum delivery tank 125200 ltrs.cap,64000 ltrs. cap.,38100 ltrs. cap.,25300 ltrs.cap.,RCC Sump cum storage tank,31200 ltrs,9500 ltrs.,12000 ltrs.39000 ltrs.,25500 ltrs.cap,13400 ltrs. and laying and jointing of HDPE pipes of various dia in trenches complete). | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge. | 3085.44 | Cum. | |
| 2 | 2 | Cement concrete lining 15cm. thick or less for irrigation channels, using cement concrete | |||
| 3 | 2.1 | 1:3:6. a) Hand mixed concrete lining in bed. | 2.53 | Cum. | |
| 4 | 2.2 | b) Hand mixed concrete lining on side slopes. | 4.38 | Cum. | |
| 5 | 3 | Extra allowances for form work in concrete lining:- | |||
| 6 | 3.1 | a) In bed | 2.53 | Cum. | |
| 7 | 3.2 | a) In side. | 4.38 | Cum. | |
| 8 | 4 | Prov. and laying cement concrete 1:6:12 (1cement:6sand:12graded stone agg.40mm nominal size) and curing complete excluding cost of centring and shuttering within all leads and lifts as per direction of Engineer-in-charge.: a) Foundation and plinth. | 76.62 | Cum. | |
| 9 | 5 | Prov. and laying cement concrete work 1:1:2(1cement:1 and:2 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement in reinforced concrete work i/c all leads and lifts complete in all respect.:- a) Foundation and plinth. | 61.91 | Cum. | |
| 10 | 5.1 | b) Walls (any thickness) but not less than 0.1 m thickness) including attached pillasters, buttresses, plinth and string courses etc.from top of foundation level upto floor two level. | 139.08 | Cum. | |
| 11 | 6 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | |||
| 12 | 6.1 | a)Foundation footings bases of columns etc. and the like and mass concrete.` | 23.4 | Sqmt. | |
| 13 | 6.2 | b) Vertical surfaces such as circular walls (any thickness) ,partitions and the like including attached pillasters,buttresses, plinth and string courses and the like. | 1425.85 | Sqmt. | |
| 14 | 6.3 | c) Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i)Floors etc. upto 200mm in thickness. | 46.16 | Sqmt. | |
| 15 | 6.4 | d)Beams, Cantilevers, girders and lintels:- sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not excededing 1 mtr. In depth in all heights from floor | 41.55 | Sqmt. | |
| 16 | 6.5 | e) Edges of slabs and breaks in floor and wall:- Under 20cm wide. | 32.9 | Rmt. | |
| 17 | 6.6 | f) Columns, pillars, posts and struts:-Square rectangular or polygonal in plan. | 30.6 | Sqmt. | |
| 18 | 7 | Prov. Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level i/c all leads and lifts complete in all respect. :-a) Tor steel. | 19974.9 | Kg. | |
| 19 | 8 | Prov. and laying cement concrete work 1:1 1/2: 3(1cement:1 1/2 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c all leads and lifts complete in all respect.:- a) Foundation and plinth. | 9.07 | Cum. | |
| 20 | 8.1 | b) Column pillar posts and struts upto floor two level. | 2.3 | Cum. | |
| 21 | 8.2 | c)Lintels, beams, girders, bressumers and cantilevers upto all floor level. | 0.61 | Cum. | |
| 22 | 9 | Brick work using common burnt clay buildings bricks in super structures in cement mortar1:6(1cement:6sand) including all leads and lifts complete in all respect. (2nd class bricks). | 16.35 | Cum. | |
| 23 | 10 | Prov. wood work in frames of doors, windows clerestory windows and other frames wrought framed and fixed in position:- | |||
| 24 | 10.1 | a) 2nd class deodar wood. | 0.76 | Cum. | |
| 25 | 11 | P/F panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows including black enamelled iron butt hinges with necessary screws complete in all respect as per the direction of the Engineer-in-charge i/c all leads and lifts. | |||
| 26 | 11.1 | a) 40mm thick deodar wood 2nd class. | 20.16 | Sqmt. | |
| 27 | 12 | Providing and fixing wire gauge shutters using galvanised M,.S. wire gauge of IS gauge designation 85 G with wire of dia 0.56 mm for door windows and clear storey windows i/c bright finished black enemelled iron hinges with necessary screwes including all leads and lifts. | 16.12 | Sqmt. | |
| 28 | 13 | Prov. and laying cement concrete work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c all leads and lifts complete in all respect. :- | |||
| 29 | 13.1 | a)Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level. | 7.57 | Cum. | |
| 30 | 14 | Kota stone slab flooring 20mm(average) thick base of cement mortar 1:4(1cement:4sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete. | 43.05 | Sqmt. | |
| 31 | 15 | 20mm cement plaster in single coats,on rough side of bricks/stone walls for interior plastering upto floor two level including arrises internal rounded angles, chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth:-a)In cement mortar 1:6 (1cement:6sand).including all leads and lifts. | 94.08 | Sqmt. | |
| 32 | 16 | Pointing on brick work with cement mortar 1:4(1cement:4sand).i) Flush pointing. | 58.57 | Sqmt. | |
| 33 | 17 | 6mm cement plaster to ceiling:- a) In Cement mortar 1:3(1cement:3sand). | 52.46 | Sqmt. | |
| 34 | 18 | Providing plinth protection 50mm thick in cement concrete 1:3:6(1 cement :3sand:6 graded stone aggregate 20mm nominal size) including finishing the top surface of concrete smooth including all leads and lifts. | 24.68 | Sqmt. | |
| 35 | 19 | Prov. under layer of plinth protection of 75mm thick (unconsolidated) bed dry brick/stone agg. 40mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground i/c all leads and lifts and as per direction of Engineer-in-charge. | 24.68 | Sqmt. | |
| 36 | 20 | Applying two coats of wood preservative on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil grease, dirt and other foreign matter sand papering and knotting. | 10.07 | Sqmt. | |
| 37 | 21 | Applying priming coat over new wood and other wood based surfaces after and including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter including all leads and lifts. | |||
| 38 | 21.1 | a) With ready made paint brushing wood primer pink. | 56.15 | Sqmt. | |
| 39 | 22 | Painting two coats (excluding priming coat) on new wood and wood based surfafes, with ready mixed paint brushing to give an even shade including cleaning of all dirt dust and other foreign matter,sand papering and stopping:-including all leads and lifts. | |||
| 40 | 22.1 | a)With readymixed paint other than white. | 56.15 | Sqmt. | |
| 41 | 23 | Finishing wall with water proofing cement paint or approved brand and manufacture and of required shade on undecorated wall surfaces two coats to give an even shade after thoroughly brushing the surface to remove dirt, loose or softened paint including all leads and lifts. | 58.57 | Sqmt. | |
| 42 | 24 | Providing and fixing M.S.fan clamp (Type-I of 16mm dia M.S.bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop all as per standard design complete. | 7 | Each. | |
| 43 | 25 | Prov. 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm.1:3:6 (1cement: 3sand:6graded stone agg. 20mm nominal size).complete in all respect as per the direction of the Engineer-in-charge including all leads and lifts. | 54 | Each. | |
| 44 | 26 | Providing and fixing Aluminium sliding door bolt bright finished or/and black enamelled with nuts and screws etc.complete in all respect i/c all leads and lifts and as per direction of Engineer-in-charge. | |||
| 45 | 26.1 | a) 200x 16mm. | 10 | Each. | |
| 46 | 27 | P/F M.S. Tower bolts (barrel type) anodized transparent or dyed to required shade and colour with screws etc. complete. | |||
| 47 | 27.1 | a) 200x10mm. | 20 | Each. | |
| 48 | 27.2 | b)150X10mm. | 61 | Each. | |
| 49 | 27.3 | c)100X10mm. | 28 | Each. | |
| 50 | 28 | P/F M.S. handles anodized transparent or dyed to required colour and shade with necessary screws etc. complete. | |||
| 51 | 28.1 | a) 125mm. | 60 | Each. | |
| 52 | 28.2 | b) 100mm. | 26 | Each. | |
| 53 | 29 | Providing and fixing of M.S. round bars(16mm) complete i/c all leads and lifts and as per direction of Engineer-in-charge. | 207.61 | Each. | |
| 54 | 30 | Stone/boulder filling under floors/ behind retaining walls. | 6.23 | Cum. | |
| 55 | 31 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete in all respect i/c all leads and lifts. | 6.23 | Cum. | |
| 56 | 32 | White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust , mortar dirt and other foreign matter as per the direction of Engineer-in-charge including all leads and lifts. | 1056.4 | Sqmt. | |
| 57 | 33 | Steel work welded in built up sections, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint:- | |||
| 58 | 33.1 | a)In beams, joists, channels, angles, tees, flats with connection plates or angle cleets as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like. | 2469.6 | Kg. | |
| 59 | 34 | 1.20 metre high fencing (as per approved design) 1.80 metres RCC posts 3 metres centre to centre and RCC struts with 9 horizontal lines and two diagonals of galvanised steel barbed wire (IS:278-1962 type I) weighing 9.38 kg/100 metres (minimum) strained and fixed to posts by tyting to 6mm galvanised steel bar niles/clips with G.I.binding wire (cost of RCC struts and straining bolts shall be paid for separtely). | 369.6 | Metre. | |
| 60 | 35 | Laying and jointing in trenches,galvanised mild steel tubes(Light grade)(earth work in trenches to be measured and paid for separately)i/c all leads and lifts and as per direction of Engineer-in-charge complete in all respect.Labour rate only.. | |||
| 61 | 35.1 | 65mm dia.nominal bore.for scour pipe. | 140 | Rmt. | |
| 62 | 36 | Prov. and fixing wheel valve of various diameter in superior quality complete in all respect. | |||
| 63 | 36.1 | 65mm dia nominal bore. | 14 | Each. | |
| 64 | 37 | Prov. in RCC work smooth finishing of the exposed surfaces with cement mortar 1:3(1cement:3sand). | 1056.4 | Sqmt. | |
| 65 | 38 | Laying and jointing high density polyethelene pipes for use of buried water mains and services duly ISI marked (IS: 4984-1995 as amended upto date in the following grades of material, pressure rating and nominal dia. Material grade PE-63 PN-2.5 including all leads and lifts as directed by the Engineer-in-charge. | |||
| 66 | 38.1 | 32mm. 6 kg PE.63 | 5200 | Rmt. | |
| 67 | 38.2 | 40mm. 4 kg PE.80 | 2485 | Rmt. | |
| 68 | 38.3 | 50mm. 4 kg PE.80 | 1855 | Rmt. | |
| 69 | 38.4 | 63mm. 4 kg PE.80 | 1790 | Rmt. | |
| 70 | 38.5 | 90mm. 4 kg PE.80 | 1430 | Rmt. | |
| 71 | 38.6 | 110mm. 4 kg PE.80 | 2180 | Rmt. | |
| 72 | 38.7 | 125mm. 4 kg PE.80 | 2970 | Rmt. |
AI Tender Summary
Tender Timeline
Nov 26, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 11, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 12, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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