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| 1 | Construction of drain tapping arrangement as per design/Drawing approved by Egnineer Incharge. cost incudes survey,design and construction with supply of all materials, labour and T&P. Drain tapping arrangement inculdes recieving channel,screens, tapping channel, grit chamber, collection chamber and discherge pipe(all components as per approved design) |
| 2 | (A) Civil line area drain tapping |
| 3 | (B) Lalkurti area drain tapping |
| 4 | (C)Sadar Bazar drain tapping |
| 5 | Supply of material and barricading along trench during excavation and laying of pipe with MS steel sheet 2mm thick fixed over 40x40x4 mm MS angle. Barricading should be movable type including provision of caution board etc. complete. |
| 6 | Excavation of earth for following depth including refilling, watering and ramming of excavated earth into trenches for laying of sewerline etc. complete. |
| 7 | Ordinary soil |
| 8 | 0.00 - 1.50 m. depth |
| 9 | 1.50 - 3.00 m. depth |
| 10 | Same as item no 1.04but excavation in soil mixed with kankar and boulders. |
| 11 | 0.00 - 1.50 m. depth |
| 12 | 1.50 - 3.00 m. depth |
| 13 | PCC work in bedding below GL at special dept with cement coarse sand and 40mm guage stone ballast in 1:4:8 including supply of all material t&p etc comp |
| 14 | Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm guage approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for proper completion of work. |
| 15 | a. 1.50 - 3.00 m. depth |
| 16 | Provide and fix open timbering (covering 1/3rd surface area by planks) in trenches for the depth from 0.00 to 3.00 m. below ground level consisting of 4.00 cm. thick approved country wood planks for polling boards (125 cm x 75 cm) Indian sal wood waler. |
| 17 | (a) 0.0 - 3.00 m |
| 18 | Supply of following sizes of R.C.C. non pressure pipes with rubber gasket including all taxes. |
| 19 | For NP3 Pipes |
| 20 | 200 mm dia |
| 21 | 350 mm dia |
| 22 | Carting of following sizes of pipes including transportation, loading and unloadingand R.C.C. non pressure pipes class NP3 and NP4 socket/spigot rubber ring jointing and specials from store to the site of work lowering the same into trenches in the following depth below ground level, true to alignment, caulking the joints with necessary open yarn soaked. |
| 23 | For NP3 Pipe |
| 24 | 200 mm. Dia |
| 25 | 1.50 - 3.00 m. depth |
| 26 | 350 mm Dia |
| 27 | 1.50 - 3.00 m. depth |
| 28 | Disposal of surplus earth |
| 29 | Approach drain |
| 30 | Construction of 3.03 MLD capacity sewage pumping stationwith grit chamber. As per approved design by Engineer in charge. Cost includes geotechnical survey, design and drawing after approval. |
| 31 | Interceptor sewer |
| 32 | Steel Barricating of both side of trenches with the help of1 mm thick MS sheet fixed over 40 x40 x 4 mm MS angle, height of barricating should be 1.5 m including all labour, materials etc. complete as per direction of Enginner in charge measurement of barricating will be only one side. |
| 33 | Excavation of earth for following depth including refilling, watering and ramming of excavated earth into trenches for laying of sewerline etc. complete. |
| 34 | Ordinary soil |
| 35 | 0.00 - 1.50 m. depth |
| 36 | 1.50 - 3.00 m. depth |
| 37 | 3.00 - 4.50 m. depth |
| 38 | 4.50 - 6.00 m. depth |
| 39 | 6.00 - 7.50 m. depth |
| 40 | Same as item no 2a but excavation in soil mixed with kankar and boulders. |
| 41 | 0.00 - 1.50 m. depth |
| 42 | 1.50 - 3.00 m. depth |
| 43 | 3.00 - 4.50 m. depth |
| 44 | 4.50 - 6.00 m. depth |
| 45 | 6.00 - 7.50 m. depth |
| 46 | Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm guage approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for proper completion of work. |
| 47 | a. 1.50 - 3.00 m. depth |
| 48 | b. 3.00 - 4.50 m. depth |
| 49 | c. 4.50 - 6.00 m. depth |
| 50 | Reinforced Cement concrete work in bedding below G.L. at specified depth with cement, coarse sand and 20 mm guage approved stone ballast (1:2:4) including supply of all materials, labour, T&P etc. required for proper completion of work. |
| 51 | d. 6.00 - 7.50 m. depth |
| 52 | PCC work in beding below GL at special depth with cement, coarse sand and 40m gauge stone ballast in 1:4:8 including supply of all material labour T&P etc. complete. |
| 53 | a. 1.50 - 3.00 m. depth |
| 54 | b. 3.00 - 4.50 m. depth |
| 55 | c. 4.50 - 6.00 m. depth |
| 56 | d. 6.00 - 7.50 m. depth |
| 57 | Provide and fix open timbering (covering 1/3rd surface area by planks) in trenches for the depth from 0.00 to 3.00 m. below ground level consisting of 4.00 cm. thick approved country wood planks for polling boards (125 cm x 75 cm) Indian sal wood waler. |
| 58 | (a) 0.0 - 3.00 m |
| 59 | Same as above but for close timbering below ground level with 50 mm. Thick country wood planks 150 mm. X 75 mm. Indian sal wood walers and 125 mm. thick sal ballies.(98%) |
| 60 | (a) 3.00 - 6.00 m. depth |
| 61 | Close timbering in trenches |
| 62 | Close timbering left in trenches (unused timbering) |
| 63 | Close timbering left in trenches (used timbering) |
| 64 | (c) 6.00 - 9.00 m. depth |
| 65 | Close timbering in trenches |
| 66 | Close timbering left in trenches (unused timbering) |
| 67 | Close timbering left in trenches (used timbering) |
| 68 | Supply of following sizes of R.C.C. non pressure pipes with rubber gasket including all taxes. |
| 69 | For NP3 Pipes |
| 70 | 350 mm dia |
| 71 | 450 mm dia |
| 72 | Carting of following sizes of pipes including transportation, loading and unloadingand R.C.C. non pressure pipes class NP3 and NP4 socket/spigot rubber ring jointing and specials from store to the site of work lowering the same into trenches in the following depth below ground level, true to alignment, caulking the joints with necessary open yarn soaked. |
| 73 | For NP3 Pipe |
| 74 | 350 mm. Dia |
| 75 | 3.00 - 4.50 m. depth |
| 76 | 4.50 - 6.0 m. depth |
| 77 | 6.0 - 7.50 m depth |
| 78 | 450 mm. Dia |
| 79 | 1.50 - 3.00 m. depth |
| 80 | Supply of all materials, labours, T & P etc. and construct circular type manholes of following depths as per type design (unit estimates enclosed). |
| 81 | C- Circular type from 2.30 to 4.95 m (1500mm dia) |
| 82 | (ii) 3.00-4.00 |
| 83 | (iii) 4.00-4.95 |
| 84 | D- Circular type from 4.95 to 9.0 m (1500mm dia) |
| 85 | (i) 4.95-6.00 |
| 86 | (ii) 6.00-7.00 |
| 87 | Sand filling including supply of all materials, labour T&P etc. required for proper completion of work for road crossing and as and where required as per site conditiond during execution of work. |
| 88 | Dismantling of roads for laying sewers including sorting out and stacking of serviciable materials, and diposal of unserviciable materials upto a distance of 60m and its reinstatement after filling and proper compaction of trenches. |
| 89 | Bitumen Road |
| 90 | On Cantt road |
| 91 | Provision for road reinstatement charges. |
| 92 | Bitumen Road |
| 93 | On Cantt road Bituminous Road (Cantonenementroad)as per PWD/ MORTH specification after approval from Engineer in charge. General specification is as per following . 1. Compaction of subgrade. 2. Supplying and filling with compaction 100 mm thick local sand. 3. supply and providing granular sub base of G1 grade in 125 mm thickness. 4. supply and providing granular sub base of G2 grade in 125 mm thickness. 5. supply and providing wet mix macadam in 150 mm thickness. 6. Supply and providing prime coat over WMM. 7. Supply and providing Dense bituminous macadam in 50 mm thickness. 8. Supply and providing Bituminous concrete in 30 mm thickness. |
| 94 | Disposal of surplus earth |
| 95 | Provision for dewatering from trenches below 4.0 M from G.L. during execution of work |
| 96 | 4.50 - 6.00 m. depth |
| 97 | 6.00 - 7.50 m. depth |
| 98 | Jacking of steel pipes of followings diametre by meens of trechless technology. |
| 99 | 350 mm dia pipe |
| 100 | Risingmain from SPS to connecting chamber |
| 101 | Steel Barricating of both side of trenches with the help of1 mm thick MS sheet fixed over 40 x40 x 4 mm MS angle, height of barricating should be 1.5 m including all labour, materials etc. complete as per direction of Enginner in charge measurement of barricating will be only one side. |
| 102 | Supply of following sizes /Class of D.I. Pipesas per IS-8329 /2000 or its latest amendments including F.O.R. destination and all taxes and insurance etc. complete. |
| 103 | D.I. Pipe Class K-9 |
| 104 | Rising main upto collection chamber of trunk sewer |
| 105 | 300 mm dia |
| 106 | Supply of C.I. / D.I.specials |
| 107 | Excavation for pipe line in medium rock with lift upto 1.5 m and lead upto 50 m including refilling , watering and ramming of excavated earth into trenches after laying pipe line, removal and disposal of surplus material upto a distance of 50 m. |
| 108 | 300 mm dia |
| 109 | Cartage from store to site of work following D.I.Pipes Class-K-9 with specials from store to site of work, lowering the same into trenchs and laying true to alignment and gradient, including jointing properly, testing of pipe line etc. complete. |
| 110 | 300 mm dia |
| 111 | Supply of following sizes C.I.D./sluice valve including F.O.R. destination and taxes, insurance etc. complete as per IS-780 (1976) with working pressure 10 Kg./Sqcm |
| 112 | 300 mm dia |
| 113 | Carting of following C.I.D/F sluice valve from store to site of work, lowering them intoi trenches, fixing, layinng and jointing in position with pipe line and testing etc. complete. |
| 114 | 300 mm dia |
| 115 | Supply of all material and constrcut masnory type sluice valve chamber complete as per type design. |
| 116 | Construction of RCC thrust block at the bend including supply of all material, labour, T&P, etc. complete. |
| 117 | 300 mm dia |
| 118 | Crossing of Culvert for laying Rising Main including supply and materials labour, T&P etc. complete. |
| 119 | Dismantling of following type of surface including sorting out and staking of serviceablematerials of disposal of unserviceable materials up to a distance of 50 m. |
| 120 | Bituminous Road (Cantonenementroad) |
| 121 | Reinstatement of following type of surface including sorting out and staking of serviceablematerials of disposal of unserviceable materials up to a distance of 50 m. |
| 122 | Bituminous Road (Cantonenementroad)as per PWD/ MORTH specification after approval from Engineer in charge. A general specification is as per following . 1. Compaction of subgrade. 2. Supplying and filling with compaction 100 mm thick local sand. 3. supply and providing granular sub base of G1 grade in 125 mm thickness. 4. supply and providing granular sub base of G2 grade in 125 mm thickness. 5. supply and providing wet mix macadam in 150 mm thickness. 6. Supply and providing prime coat over WMM. 7. Supply and providing Dense bituminous macadam in 50 mm thickness. 8. Supply and providing Bituminous concrete in 30 mm thickness. |
| 123 | Supply of all material, labour T&P etc. complete and construct Generator room of size 8.0m x 6.0 m x 6.50 m at pumping station. As per approved design by Engineer in charge. |
| 124 | Supply of all material, labour T&P etc. complete and construct sun station room of size 8.0m x 5.00 m x 4.00 m at pumping station.As per approved design by Engineer in charge. |
| 125 | Construction of boundary wall around STP and Sump/pump house as per type design including supply of all Materials, Labour, Tools and Plants etc. complete.As per approved design by Engineer in charge. |
| 126 | Supply & fixing of 3.60 M wide MS Gate including fabrication and supply of steel and construction of boundary pillars all complete.As per approved design by Engineer in charge. |
| 127 | Supply and fixing of 1.20 M wide MS Wicket gate including fabricationand supply of steel and construction of boundary pillars all complete. |
| 128 | Earth filling in plinth including filling, dressing and ramming earth or sand or bajari or ballast or kankar or shingle. |
| 129 | Construction of Interlockingroad within campus including supply of all materials, labour, tools and plants etc. complete. Road work includes1. compaction of subgrade. 2. Providing 1:6:12 cement : coarse sand : 40 mm stone ballast in 100 mm thickness. 3. Supply and laying of 80 mm thick M30 grade Interlocking rubber moulded tiles. 4. Providing brick edging with CC 1:2:4. |
| 130 | Stone Pitching work outside the campus to stop the filled earth from being collapsed. Cost include supply of all materials labour and T&P. |
| 131 | Campus development work ncluding landscaping and horticulture wortk as approved by engineer in charge. |
| 132 | E/M work |
| 133 | Raw sewage Pumping Plants for IPS (02 Nos. working+ 02 Nos. Standby ) and spares as per tender specifications |
| 134 | Screen and Gates |
| 135 | 11/0.40 KV 63 KVA Electric Sub station with HT switchgear, Lt panel, capacitor bank etc complete as per tender specifications |
| 136 | Diesel Generating Set (1X 62.5KVA) along with AMF panel and tender specifications |
| 137 | Cost of 3 months Trial run |
