Special Repair To External Water Supply And Pvc Water Storage Tank At Various Loc At 9 Maratha Li , Provn Of Drainage And Hard Standing At 9 Kumaon , Provn Of Weather Shed For Verandah At 471 Fd Hosp Including Providing Of Certain Minor Works At Baisa
Tender Value
11 Lakhs
Estimated cost
Bid Submission
03 Oct 2019
0 days left
EMD
22000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tenga Valley → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special Repair To External Water Supply And Pvc Water Storage Tank At Various Loc At 9 Maratha Li , Provn Of Drainage And Hard Standing At 9 Kumaon , Provn Of Weather Shed For Verandah At 471 Fd Hosp Including Providing Of Certain Minor Works At Baisakhi U
BOQ
| Nature of Work : SPECIAL REPAIR TO EXTERNAL WATER SUPPLY AND PVC WATER STORAGE TANK AT VARIOUS LOC AT 9 MARATHA LI , PROVN OF DRAINAGE AND HARDSTANDING AT 9 KUMAON, PROVN OF WEATHER SHED FOR VERANDAH AT 471 FD HOSP INCLUDING PROVN OF CERTAIN MINOR WORKS AT BAISAKHI UNDER GE 859 EWS | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/ dense soil complete all as specified and directed. | 222.42 | Sqm | |
| 2 | 2 | M&L for broken stone or boulders hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surfacecomplete all as specified and directed. | 19.3 | Cum | |
| 3 | 3 | M&L for 75mm thick PCC 1:2:4 Type B1 using 20 mm graded aggregates in floor and finishing the surface even and smooth without using extra cement complete all as specified and directed. | 180 | Sqm | |
| 4 | 4 | M&L for 75mm thick sub base cement concrete PCC 1:4:8 type D2 using 40mm graded aggregate complete all as specified and directed. | 180 | Sqm | |
| 5 | 5 | M&L for glass dividing strips 3mm thick, 38mm wide complete all as specified and directed. | 320 | Rm | |
| 6 | 6 | M&L for PCC 1:3:6 type C-2 using 40mm graded aggregate as in surface channels and drains complete all as specified and directed. | 4 | Cum | |
| 7 | 7 | Extra for fair finishing drain or channels 30 cm inner girth in cement concrete using extra cement including forms, moulds etc. complete all as specified and directed. | 12 | Rm | |
| 8 | 8 | Formwork to sides of rough finished surfaces of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed. | 10.8 | Sqm | |
| 9 | 9 | M&L for rendering 15 mm thick in concrete surfaces with CM 1:4 finished surface even and smooth without using extra cement complete all as specified and directed. | 18 | Sqm | |
| 10 | 10 | Excavation in trenches n exc. 1.5m wide and n exc. 1.5m in depth for foundation / sewage lines and getting out in hard/ dense soil complete all as specified and directed. | 5.68 | Cum | |
| 11 | 11 | Removal of surplus soil of distance n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed. | 34.88 | Cum | |
| 12 | 12 | Returning, filling including spreading, levelling, watering and well ramming in layers n exc. 25 cm in hard/ dense soil complete all as specified and directed. | 1 | Cum | |
| 13 | 13 | S&F 3-layer 32 mm dia PP-R (Polypropylene random copolymer) pipes SDR 7.4 & SDR 11 UV stablised and antimicrobial welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings laid in trenches complete all as specified and directed.complete all as specified and directed. | 246 | Rm | |
| 14 | 14 | All as per Item No 13 here in before but for 50mm bore. | 285 | Rm | |
| 15 | 15 | S&F 50mm bore PP-R gate valves (brass insert as per site requirement) complete all as specified and directed. | 3 | Each | |
| 16 | 16 | S&F 32mm bore PP-R gate valves (brass insert as per site requirement) complete all as specified and directed. | 2 | Each | |
| 17 | 17 | Making connection of PP-R distribution branch with PP-R main of 50mm - 75mm size by providing and fixing tee including cutting and making fusion joint etc.complete all as specified and directed. | 1 | Each | |
| 18 | 18 | M&L for PCC 1:4:8 type D2 using 40mm graded aggregate in foundation, filling and mass concrete complete all as specified and directed. | 3.47 | Cum | |
| 19 | 19 | S&F Rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) of 5000 Ltrs capacity hoisted and fixed in position all as specified in SSR Part I complete all as specified and directed. | 2 | Each | |
| 20 | 20 | All as per Item No 19 here in before but for water tank of capacity 1000 Ltrs capacity . | 1 | Each | |
| 21 | 21 | M&L for machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade jointed with grey cement and pigment complete all as specified and directed. | 42.42 | Sqm | |
| 22 | 22 | M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed. | 1.6 | Cum | |
| 23 | 23 | Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide for fair finished surfaces complete all as specified and directed. | 62 | RM | |
| 24 | 24 | M&L for providing, cement concrete Type B1 1:2:4 using 20mm graded aggregate in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed. | 1.86 | Cum | |
| 25 | 25 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, in hard/ dense soil complete all as specified and directed. | 6 | Each | |
| 26 | 26 | M&L for clean sawn 2nd class Hardwood scantling with framed work complete all as specified and directed. | 0.25 | Cum | |
| 27 | 27 | S&F 0.50mm thick corrugated galvanised mild steel sheeting (minimun 275 gm/sqm galvanising) with two corrugation side lap fixed with L type or J type or cranked hooks bolts and washers in roof complete all as specified and directed. | 42.5 | Sqm | |
| 28 | 28 | M&L for preparing of new galvanised surfaces to receive painting by coating with mordant solution includig with washing and cleaning and applying two coats of synthetic enamel roof paint (using corrugal ) over a coat of red oxide zinc chrome primer over 10 cm width or grith on steel surfaces complete all as specified and directed. | 48.45 | Sqm | |
| 29 | 29 | S&F for 2nd class hardwood fixed with nails in any situation and butt joint 50mm thick as purlin and rafters etc complete all as specified and directed. | 3.5 | Sqm | |
| 30 | 30 | S&F 3mm thick plywood graded BWR type BB fixed with nails to timber frame work fixed to walls etc complete all as specified and directed. | 32 | Sqm | |
| 31 | 31 | S&F 4mm thick plywood graded BWR type BB fixed with nails to timber frame work fixed to ceiling surface etc complete all as specified and directed. | 30 | Sqm | |
| 32 | 32 | M&L for 2nd class hardwood plain fillets, square, rectangular or triangular in section, wrought, secured with nails having sectional area exc 3 sq cm and n exc 6 sq cm complete all as specified and directed. | 116 | Rm | |
| 33 | 33 | M&L for preparation of new plywood and wood based material surfaces of any decription not otherwise described over 10 cm width/ girth and applying two coats of synthetic enamel paint over a coat of pink primer on wall / ceiling complete all as specified and directed. | 62 | Sqm | |
| 34 | 34 | Construction of 01 x Sentry Post to permanent specifications, earth work excavation in hard/ dense soil, PCC 1:4:8 , type D2 in foundation, PCC 1:3:6 type C1 in solid block masonary in foundation and in superstructure, CGI sheet roofing with 2nd class hardwood purlins rafters, 2nd class Hardwood joinery and ceramic tiles in flooring, plinth protection all around the bldg 750mm wide, all internal & external painting & electification etc complete all as specified in drawing and as directed. | 4.65 | Sqm | |
| 35 | 35 | Construction of 01 x WC to permanent specification, eath work excavation in hard/ dense soil, PCC 1:4:8, type D2 in foundation, PCC 1:3:6 type C1 in solid block masonary in foundation and in superstructure, CGI sheet roofing with 2nd class hardwood purlins rafters, 2nd class hardwood, joinery and sanitary fittings, non skid tiles in flooring, glazed tiles in dado, plinth protection all around the bldg 750mm wide, painting, internal water supply & electrification etc complete all as specified in drawing and as directed. | 1.86 | Sqm |
AI Tender Summary
Tender Timeline
Sep 14, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedOct 03, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 05, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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