1 No Dighaliati Sibasthan Village Solar Powered Mdtws_1 Point_Under Ridf_Xxvii_Nabard_ For The Year 2021_22
Tender Value
29.35 Lakhs
Estimated cost
Bid Submission
21 Jun 2022
0 days left
EMD
58702
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kaliabor → Assam
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
1 No Dighaliati Sibasthan Village Solar Powered Mdtws_1 Point_Under Ridf_Xxvii_Nabard_ For The Year 2021_22
BOQ
| Sl. No. | Item Description |
| 1 | Final survey |
| 2 | Carrying out block contour survey of the commanded area covering stream, dong, channel, road etc. and the whole area considering square block system and spot system and spot levels are to be within 30 M x 30 M for preparation of contour including clearing light jungles, chaining, pegging holding staff, umbrella and compass lining etc. where required, complete as directed. |
| 3 | Supplyingsal wooden peg of different sizes including pointing one end etc. complete as directed.Size = 5.0 cm x 5.0 cm x 60 cm |
| 4 | Supplying sal wooden hammer of of size 15 cm x 10 cm with 45 cm long & 5 cm wooden handle etc. complete as directed. |
| 5 | Underground PVC Pipe Distribution System |
| 6 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified. In ordinary soil |
| 7 | Supplying, fitting, fixing PVC Pipes (IS 12818, 6 kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc. complete as directed. (Cost of E/W foundation trenches will be paid separately).A) 160mm dia Main Line |
| 8 | ………….do…………….. B) 110mm dia Branch Line |
| 9 | Supplying, fitting, fixing PVC unequal tee joining with pipes with solvent cement, testing leakages etc. complete as directed.Size 160 mm x 160 mm x 110 mm |
| 10 | Supplying, fitting, fixing PVC reducer joining with pipes with solvent cement, testing leakages etc, complete as directed.Size 160 mm x 110 mm |
| 11 | Construction of Spout chamber ( 7 Nos) |
| 12 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified. In ordinary soil |
| 13 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 14 | 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc.including racking out joints and curing etc. complete. (In proportion 1:4) |
| 15 | 12 mm cement plastering including clearing surface and curing complete as directed. In prop. 1: 4 |
| 16 | Supplying, fitting, fixing 110 mm dia PVC Rising pipe from the toe of main line includinglocal carriage, testing leakage etc.complete as directed. |
| 17 | Supplying, fitting, fixing PVC bend pipe sizejoining with pipes with solvent cement,testing leakages etc. complete as directed.110 mm / 900 |
| 18 | Supplying, fitting, fixing PVC Pipes (IS 12818, 4 kg/cm2), joining pipes with relevant cement, levelling, testing leakages etc. complete as directed. (Cost of E/W foundation trenches will be paid separately). 110mm dia |
| 19 | Supply, fitting & fixing of heavy duty NTP valve marked with manufacturer\"s name and trade mark having clockwise rotation for closing with hand wheel /L-key, for operation and necessary fixetures etc. as required for water supply purpose and painting. Complete as directed.Size : 150mm |
| 20 | Construction of Sign Board |
| 21 | Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed. |
| 22 | Boring and Installation of Tube Well |
| 23 | Movement of drilling Rig , Tools & Plants, Accessories including drill pipes, casing pipes etc. to drilling site and back. |
| 24 | Boring of DTW of bore hole up to 450mm dia and up to a depth of 70 M or up to required depth by RC/DR Drilling Rig including supply and transportation of all required tools & Plants, materials & labour to site to perform the job in complete as directed in alluvium areas ( means areas where the strata comprises of loose, unconsiolidated materials like clays, silts, sands gravels, pebbles, cobbles and boulders) as per IS:2800 (part-1) of 1991. ( soil sample must be collected & keep properly at every 3.00 M interval of depth in boring. The job also include movement of rig by making temporary approach road etc. to the field up to distance of 1000M) |
| 25 | Supply, lowering & installation in tube well 200mm PVC housing pipe / blind pipe of wall thickness of 10.0 mm to 11.2 mm for casing assembly including supply of well cap, sockets, reducer, MS housing clamps etc. as required as per IS : 12818-1997 of length 3.00 M of repute brand like Oriplast / Jindal / Prince etc. and as directed.( Litholog Assembly diagram must be approved by Engineer-in-Charge of the work prior to installation) |
| 26 | Supply, Lowering & Installation in tube-well 200 mm PVC Ribbed Screen Filter pipe of wall thickness of 10 mm to 11.2 mm for casing assembly including supply of sockets , reducer, etc. as required as per IS : 12818-1997 of length 3.00 M/ 2.00 M of repute brand like Oriplast/ Jindal/ Prince, etc. and as directed.( Litholog Assembly diagram must be approved by Engineer-in-Charge of the work prior to installation) |
| 27 | Shrouding the DTW assembly by river pea gravel of size 4 mm to 8 mm free from sand / dust and any other foreign materials after screening / stacking at site including supply, transportation, labour etc. complete as directed. |
| 28 | Developing the tube well assembly by Air-Compressor of capacity 8-12 kg/cm2 and CFM=450 M3/min so as to get sand free discharge of water with supply of all required materials at site complete as directed including furnishing of litho-log / draw down data etc. as per IS : 11185 of 1999. ( For new DTW minimum 72 hours development is compulsory. Additional pea gravel required if any, during development would be extra )The following data should be reflected in the report of development1. Static water level2. Drawdown at various discharge3. Available average discharge |
| 29 | Supply, fitting-fixing of Heavy duty CIDF sluice valve inside screw, non raising, vertical spindle type with hand wheel operation need of water purpose. The rotation of closing should be counter clock wise. The holes of the flange should be drilled as per BSS No. 10 , Part-I, Table-D. All materials construction and components should strickly conform to IS : 14846-2000 and having marked with manufacturers name and trade mark in the delivery pipe layout as directed / as per drawing along with HD GI flange, pipe joining materials and painting in complete as directed.(i) 150mm dia |
| 30 | Supply, fitting-fixing of Heavy duty CIDF Reflex valve, swing check type with bypass arrangement, horizontal operating. The holes of the flange to be as per BSS No. 10, Part-I, Table-D and the material, construction and all components should strictly conform to IS : 5312 (Part-I)-2004 and having arked with manufacturers name and trade mark in the delivery pipe layout asdirected / as per drawing along with HD GI flange, pipe jointing set and painting in complete as directed.(i) 150mm dia |
| 31 | Supply, fitting-fixing of delivery pipes of 150 mm dia GI / fabricated GI pipes ( HD of repute brand with ISI marked) with flange at both end / wherever required with pipe jointing sets, including painting in complete as per drawing / specification including temporary pipe support as required and as directed. |
| 32 | Ftting-fixing of MS / GI bend of 150mm dia x 450 / 900 / 1200 with GI / fabricated GI pipes with flange at both end and pipe jointing sets, including painting as per drawing / specification as directed. |
| 33 | Supply, fitting-fixing of surge tank of size 900m dia x 1250mm long made of 4mm MS plate with raiser assembly of size 75mm dia x 6.0m long and S-band of size 200mm x 1600mm long made of 4mm MS plate including painting the above with one coat of synthetic enamel primer fllowed by 2 (two) coats of successive synthetic enamel/ bituminous black paint and made provision for mounting the surge tank on a specified foundation by nuts & bolts of suitable size as per drawing & specification as directed. |
| 34 | Installation and commissioning of Solar PV Modules including Mounting Structure |
| 35 | Earth work in excavation of foundation trenches includingfilling up sides of trenches and removal of spoils after completion of foundation , dressing, ramming, shoring etc. complete including bailing out water where necessary in ordinary soil. |
| 36 | Soling in foundation in floor at all level septic tank etc. including filling interstices ramming etc. complete as directed and as specified thickness (i) 9 cm brick on flat including sand packing. |
| 37 | CC Work in proportion 1:3:6 in foundation /abutment/ pier/wing walls etc. with hard brokenstone aggregate of size 13 to 38 mm including curing with necessary shuttering , Scafolding etc. where necessary, complete as directed. (shuttering where necessary shall be measured and paid separately). |
| 38 | Supplyingfitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 39 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered). (C) Shuttering (Column) |
| 40 | RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 41 | Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M). |
| 42 | Supply, fitting, fixing and testing & commissioning of solar powered 7.5 HP oil / water cooled submersible pump set of reputed brand of discharge not less than 900 LPM at 10 metre Head ( total dynamic head of 20 M, pump should work upto 25 M head & shut off head 30 M ) of delivery size 80mm/100mm and drive rating 415 V, 50 Hz, 3-Phase Induction motor. |
| 43 | Fabrication of Control Panal Unit for Tube Well schemes access to ground water. (Rate as per estimate vide Govt. letter no. IGN(W) 18/2020/11 Dated 6th Feb\"2020 & recommended by DDMI, Assam, and approved by CE(Irri.), Assam. ) |
| 44 | Construction of Boundary Wall |
| 45 | Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mention in the approved drawing and as directed and specified.(a) In ordinary soil |
| 46 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 47 | C.C work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone agg. of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc.where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 48 | R.C.C work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 (M15) with hard river shingles of size 6mm to 20mm with proper reinforcement as per design including necessary curing etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 49 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered).(C) Shuttering (Column) |
| 50 | ………...do……..B) Shuttering (Beams) with out props |
| 51 | 1st class brick work in cement mortar in abutment and wing wall, parapet wall etc.including racking out joints and curing etc. complete. (a) In proportion 1:4 |
| 52 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 53 | Supplyingfitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 54 | Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 40mm x 40mm x 6mm M.S. angle and with M.S. flat of 40mm x 6mm size as per approved design.Necessarylocking arrangement for temporary closing the gateand 2nos.( minimum) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embedded in C.C brick pillers as necessary including a red oxide painting to all iron works as directed and specified.(Separate payment will be made for posts). |
| 55 | Construction of Approach Road |
| 56 | Earthwork in filling in Marginal bund / Guide bank / Afflux bund / Canal embankment etc. to the design section and grade by obtaining earth from outside borrow pits and filling in uniform layer not exceeding 15cm thick including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps from the seat at embankment and borrow pit area, breaking clods not more than 10mm cube, ramming, watering, dressing and roughening the seat of embankment, profiling etc. Paying compensation of earth borrowed from private or forest land if any, lead upto 30 M and lift upto 1.5 M complete as directed.A) Ordinary soil |
| 57 | Collection and supply of sand and gravel (40% sand and 60% gravel) of size 13mm to 38mm from approved quarry including loading, unloading and stacking in measurable stacks at work site up to a height of 1.00m including payment of forest royality etc. |
| 58 | Labour charges for spreading hard river shingles / sand gravels to required thickness over approach subway etc. including ramming, dressing the seat before laying the materials lead upto 30.00 M and lift 1.50 M. Complete as directed. |
AI Tender Summary
Tender Timeline
Jun 11, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJun 21, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 21, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender